N125-PARADISE VAL over ELKELTON PLACE-N125 RAMP
Map
Coordinates:
+32.70269, -117.0105032°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 |