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S5-N14 CONNECTOR over I 5,SR 14,CONNS,THE OLD
Map
Coordinates:
+34.33505, -118.51079
34°20'06" N, 118°30'39" W
+34.33505, -118.51079
34°20'06" N, 118°30'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S5-N14 CONNECTOR over I 5,SR 14,CONNS,THE OLD |
| Structure number: | 53 2797F |
| Location: | 07-LA-005-R45.69-LA |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 217.9 ft. [66.4 m] |
| Total length: | 1298.0 ft. [395.6 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 8 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 93.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Good | Good | Good | Good | 1000 | 93.9 |
| March 2015 | Good | Good | Very Good | Good | 1000 | 93.9 |
| March 2013 | Good | Good | Very Good | Good | 1000 | 93.9 |
| March 2011 | Good | Good | Very Good | Good | 1000 | 93.9 |
| March 2009 | Good | Good | Very Good | Good | 1000 | 93.9 |
| April 2007 | Good | Good | Very Good | Good | 1000 | 93.9 |
| March 2005 | Good | Good | Very Good | Good | 1000 | 93.9 |
| April 2003 | Good | Good | Very Good | Good | 1000 | 93.9 |
| March 1999 | Good | Good | Good | Good | 1000 | 93.9 |
| March 1997 | Good | Good | Good | Good | 1000 | 95.9 |
| December 1994 | Good | Very Good | Very Good | Very Good | 1000 | 93.8 |
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 Closed Web/Box Girder | linear ft. | 396 | 396 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 4,520 | 4,460 | 50 | 10 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 22 | 22 | 0 | 0 | 0 |
| Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
| Joints | ||||||
| Assembly with Seal | each | 34 | 34 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 806 | 805 | 0 | 1 | 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/1056068
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1056068