STATE ROUTE 94 EB over W94-S805 CONNECTOR RAMP
Map
Coordinates:
+32.71877, -117.1040932°43'08" N, 117°06'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 94 EB over W94-S805 CONNECTOR RAMP |
Structure number: | 57 0663R |
Location: | 11-SD-094-4.00-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 144.0 ft. [43.9 m] |
Total length: | 145.0 ft. [44.2 m] |
Roadway width between curbs: | 65.9 ft. [20.1 m] |
Deck width edge-to-edge: | 69.2 ft. [21.1 m] |
Vertical clearance above deck: | 18.0 ft. [5.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 65,500 [as of 2010] |
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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
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 |
---|
December 2016 | Good | Good | Good | Good | 65500 | 93.9 |
December 2014 | Good | Good | Very Good | Very Good | 65500 | 93.9 |
December 2012 | Fair | Fair | Very Good | Good | 65500 | 92.8 |
March 2011 | Fair | Fair | Very Good | Good | 65000 | 92.8 |
January 2009 | Fair | Fair | Very Good | Good | 77000 | 91.7 |
January 2007 | Good | Good | Very Good | Good | 77000 | 92.8 |
March 2005 | Good | Good | Very Good | Good | 75000 | 93.0 |
January 2003 | Good | Good | Very Good | Good | 75000 | 93.0 |
July 2001 | Good | Good | Very Good | Good | 68550 | 93.6 |
May 1999 | Good | Good | Very Good | Good | 68550 | 93.6 |
May 1997 | Good | Good | Very Good | Good | 68550 | 93.6 |
February 1995 | Good | Very Good | Very Good | Very Good | 61400 | 95.4 |
February 1993 | Good | Very Good | Very Good | Very Good | 67600 | 94.9 |
December 1990 | Good | Very Good | Very Good | Very Good | 67600 | 94.9 |
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. | 44 | 44 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 932 | 872 | 56 | 4 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 53 | 53 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 47 | 45 | 2 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 44 | 44 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 44 | 29 | 5 | 10 | 0 |