Share: 
I0049 over ST. VINCENT AVENUE
Map
Coordinates:
+32.47889, -93.75490
32°28'44" N, 93°45'18" W
+32.47889, -93.75490
32°28'44" N, 93°45'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I0049 over ST. VINCENT AVENUE |
| Structure number: | 040904550809766 |
| Location: | 2.58 M. NORTH OF LA 511 |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 102.0 ft. [31.1 m] |
| Total length: | 102.0 ft. [31.1 m] |
| Roadway width between curbs: | 33.8 ft. [10.3 m] |
| Deck width edge-to-edge: | 37.1 ft. [11.3 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 18° |
| Owner: | State Highway Agency [01] |
| Year built: | 1994 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| 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: February 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,180 [as of 2015] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 93.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2017 | Fair | Good | Good | Satisfactory | 7180 | 93.0 |
| February 2015 | Good | Good | Good | Good | 7850 | 93.0 |
| February 2013 | Good | Good | Good | Good | 7340 | 93.0 |
| February 2011 | Good | Good | Good | Good | 5930 | 93.0 |
| February 2009 | Good | Very Good | Very Good | Very Good | 6300 | 93.0 |
| February 2007 | Good | Very Good | Very Good | Very Good | 5700 | 93.0 |
| January 2005 | Good | Very Good | Very Good | Very Good | 5861 | 93.0 |
| January 2003 | Good | Very Good | Very Good | Very Good | 3019 | 93.0 |
| May 2001 | Good | Very Good | Very Good | Very Good | 4674 | 93.0 |
| April 1999 | Good | Very Good | Very Good | Very Good | 4674 | 95.0 |
| February 1997 | Good | Very Good | Very Good | Very Good | 1202 | 95.0 |
| February 1995 | Good | Very Good | Very Good | Very Good | 1248 | 95.0 |
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. | 612 | 612 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,672 | 3,636 | 36 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 94 | 93 | 0 | 1 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 72 | 0 | 72 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 204 | 183 | 21 | 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/1224811
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1224811