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N125-PARADISE VAL over ELKELTON PLACE-N125 RAMP
Map
Coordinates:
+32.70269, -117.01050
32°42'10" N, 117°00'38" W
+32.70269, -117.01050
32°42'10" N, 117°00'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | N125-PARADISE VAL over ELKELTON PLACE-N125 RAMP |
| Structure number: | 57 1041S |
| Location: | 11-SD-125-9.77 |
| Purpose: | Carries highway and pedestrian walkway over highway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 143.7 ft. [43.8 m] |
| Total length: | 299.6 ft. [91.3 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 2° |
| Owner: | State Highway Agency [01] |
| Year built: | 2002 |
| 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: | 3 |
| 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: June 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,600 [as of 2012] |
| Truck traffic: | 1% 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: | Better than present minimum criteria [7] |
| 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: | 99.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2016 | Good | Good | Very Good | Good | 8600 | 99.2 |
| November 2014 | Good | Very Good | Very Good | Very Good | 5000 | 99.5 |
| November 2012 | Good | Good | Very Good | Good | 5000 | 99.5 |
| November 2010 | Fair | Satisfactory | Very Good | Good | 5000 | 99.5 |
| November 2008 | Fair | Satisfactory | Very Good | Good | 5000 | 99.5 |
| April 2007 | Good | Good | Very Good | Good | 5000 | 99.5 |
| May 2005 | Good | Good | Very Good | Good | 5000 | 99.5 |
| March 2003 | Good | Good | Very Good | Good | - | 100.0 |
Element Data
Source: National Bridge Elements dataset, 2018 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. | 91 | 91 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 760 | 427 | 333 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 17 | 16 | 0 | 1 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 15 | 7 | 8 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 182 | 182 | 0 | 0 | 0 |
© Copyright 2012-19, 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/1062361
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1062361