STATE ROUTE 52 EB over INTERSTATE 15, RAMPS
Map
Coordinates:
+32.84168, -117.1207232°50'30" N, 117°07'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 52 EB over INTERSTATE 15, RAMPS |
Structure number: | 57 0966R |
Location: | 11-SD-052-7.33-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 119.1 ft. [36.3 m] |
Total length: | 412.1 ft. [125.6 m] |
Roadway width between curbs: | 61.4 ft. [18.7 m] |
Deck width edge-to-edge: | 65.9 ft. [20.1 m] |
Vertical clearance above deck: | 23.3 ft. [7.1 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 17° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 44,000 [as of 2010] |
Truck traffic: | 3% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 44000 | 89.6 |
February 2015 | Fair | Satisfactory | Very Good | Good | 44000 | 89.6 |
February 2013 | Fair | Satisfactory | Very Good | Good | 44000 | 89.6 |
April 2011 | Fair | Satisfactory | Very Good | Good | 42000 | 89.8 |
March 2009 | Good | Good | Very Good | Good | 42500 | 89.7 |
March 2007 | Good | Good | Very Good | Good | 42500 | 89.7 |
March 2005 | Good | Good | Very Good | Good | 42500 | 89.7 |
March 2003 | Good | Good | Very Good | Good | 36500 | 88.2 |
September 2001 | Good | Good | Very Good | Good | 27350 | 89.2 |
July 1998 | Good | Good | Very Good | Good | 27350 | 89.2 |
July 1995 | Good | Excellent | Excellent | Excellent | 5750 | 93.5 |
March 1991 | Good | Excellent | Excellent | Excellent | 5350 | 93.6 |
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. | 126 | 126 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,524 | 2,349 | 175 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 40 | 36 | 4 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 84 | 84 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 251 | 251 | 0 | 0 | 0 |