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US 281 NB over SALADO CREEK
Map
Coordinates:
+27.44126, -98.11210
27°26'29" N, 98°06'44" W
+27.44126, -98.11210
27°26'29" N, 98°06'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 281 NB over SALADO CREEK |
| Structure number: | 161260025502013 |
| Location: | 5.1 MI N OF FM 716 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 4.9 ft. [1.5 m] |
| Total length: | 86.0 ft. [26.2 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1926 |
| Year reconstructed: | 1962 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 15 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,850 [as of 2013] |
| Truck traffic: | 23% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 90.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| February 2016 | Fair | 6 out of 10 | 5850 | 90.9 |
| February 2014 | Fair | 6 out of 10 | 5900 | 98.5 |
| March 2012 | Fair | 6 out of 10 | 5250 | 98.5 |
| February 2010 | Fair | 6 out of 10 | 5300 | 98.5 |
| January 2008 | Fair | 6 out of 10 | 4850 | 96.6 |
| February 2006 | Fair | 6 out of 10 | 4850 | 96.6 |
| March 2004 | Fair | 6 out of 10 | 4850 | 97.6 |
| February 2002 | Fair | 6 out of 10 | 4850 | 97.6 |
| February 2000 | Fair | 6 out of 10 | 4700 | 97.6 |
| December 1997 | Fair | 6 out of 10 | 3450 | 97.7 |
| December 1995 | Fair | 6 out of 10 | 3450 | 97.7 |
| November 1993 | Fair | 6 out of 10 | 4000 | 92.9 |
| December 1991 | Fair | 6 out of 10 | 3300 | 90.7 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 608 | 506 | 87 | 15 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 999 | 999 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1551250
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1551250