Share: 
US 77 SB over RAYMONDVILLE DRAIN
Map
Coordinates:
+26.49308, -97.77016
26°29'35" N, 97°46'13" W
+26.49308, -97.77016
26°29'35" N, 97°46'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 77 SB over RAYMONDVILLE DRAIN |
| Structure number: | 212450032710069 |
| Location: | 0.75 MI N OF SH 186 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 69.9 ft. [21.3 m] |
| Roadway width between curbs: | 37.7 ft. [11.5 m] |
| Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
| Skew angle: | 6° |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,570 [as of 2011] |
| Truck traffic: | 30% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Good | Good | Very Good | Good | 4570 | 97.0 |
| February 2015 | Good | Good | Very Good | Good | 4570 | 97.0 |
| February 2013 | Good | Good | Very Good | Very Good | 4570 | 92.0 |
| April 2011 | Good | Good | Very Good | Very Good | 3830 | 92.0 |
| June 2009 | Good | Good | Very Good | Very Good | 5060 | 92.0 |
| August 2007 | Good | Very Good | Very Good | Very Good | 7800 | 93.0 |
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. | 350 | 350 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Deck | sq. ft. | 2,800 | 2,800 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 80 | 79 | 1 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 80 | 80 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 180 | 180 | 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/1564122
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1564122