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DYESS BRIDGE ROAD over US 45
Map
Coordinates:
+31.68090, -88.61540
31°40'51" N, 88°36'55" W
+31.68090, -88.61540
31°40'51" N, 88°36'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DYESS BRIDGE ROAD over US 45 |
| Structure number: | 410004507702000 |
| Location: | 2.0 MI S US 84 |
| Purpose: | Carries highway over highway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 319.9 ft. [97.5 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 4° |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| 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: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,700 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 98.7 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2017 | Good | Very Good | Very Good | Very Good | 2700 | 98.7 |
| September 2015 | Good | Very Good | Very Good | Very Good | 3400 | 98.4 |
| September 2013 | Good | Very Good | Very Good | Very Good | 3500 | 98.4 |
| September 2011 | Good | Very Good | Very Good | Very Good | 2800 | 98.7 |
| September 2009 | Good | Very Good | Very Good | Very Good | 2800 | 98.7 |
| September 2007 | Good | Very Good | Very Good | Very Good | 2800 | 98.7 |
| February 2006 | Good | Very Good | Very Good | Very Good | 2800 | 98.7 |
| February 2004 | Good | Very Good | Very Good | Very Good | 3800 | 98.2 |
| June 2003 | Good | Very Good | Very Good | Very Good | 900 | 99.6 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 2,560 | 2,560 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 18,825 | 18,825 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 177 | 177 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 174 | 174 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 224 | 219 | 0 | 0 | 5 |
| Bearings | ||||||
| Elastomeric Bearing | each | 64 | 64 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 640 | 640 | 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/1302502
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1302502