Share: 
SR 713 over LAKE CORMORANT BAYOU
Map
Coordinates:
+34.82947, -90.22020
34°49'46" N, 90°13'13" W
+34.82947, -90.22020
34°49'46" N, 90°13'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 713 over LAKE CORMORANT BAYOU |
| Structure number: | 31007130720057B |
| Location: | 0.7 MI E SR 3 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 296.9 ft. [90.5 m] |
| Roadway width between curbs: | 41.3 ft. [12.6 m] |
| Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
| Skew angle: | 19° |
| Owner: | State Highway Agency [01] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,950 [as of 2017] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Very Good [8 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Very Good | Very Good | Good | 1950 | 99.8 |
| November 2016 | Good | Very Good | Very Good | Good | 1900 | 99.8 |
| October 2014 | Good | Very Good | Very Good | Good | 2000 | 99.9 |
| October 2012 | Good | Very Good | Very Good | Very Good | 2000 | 99.9 |
| October 2010 | Good | Very Good | Very Good | Very Good | 2000 | 99.9 |
| October 2008 | Good | Very Good | Very Good | Very Good | 2000 | 99.9 |
| October 2006 | Good | Very Good | Very Good | Very Good | 2000 | 99.9 |
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. | 1,772 | 1,772 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 13,040 | 13,040 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 138 | 110 | 26 | 2 | 0 |
| Prestressed Concrete Pile | each | 48 | 23 | 24 | 1 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 275 | 275 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 334 | 224 | 80 | 16 | 14 |
| Bearings | ||||||
| Elastomeric Bearing | each | 84 | 72 | 12 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 591 | 566 | 25 | 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/1302384
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1302384