ROUTE 163 NBND over ROUTE 805 & S163-S805
Map
Coordinates:
+32.80743, -117.1531032°48'27" N, 117°09'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 163 NBND over ROUTE 805 & S163-S805 |
Structure number: | 57 0674R |
Location: | 11-SD-163-6.96-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 165.0 ft. [50.3 m] |
Total length: | 594.2 ft. [181.1 m] |
Roadway width between curbs: | 65.0 ft. [19.8 m] |
Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
Vertical clearance above deck: | 17.4 ft. [5.3 m] |
Vertical clearance below bridge: | 29.5 ft. [9.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | 5 |
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: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 74,000 [as of 2009] |
Truck traffic: | 4% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 74000 | 89.9 |
March 2015 | Good | Good | Good | Good | 74000 | 89.9 |
March 2013 | Good | Good | Good | Good | 74000 | 89.9 |
April 2011 | Good | Good | Good | Good | 74000 | 89.9 |
April 2009 | Good | Good | Good | Good | 73500 | 89.9 |
June 2007 | Good | Good | Good | Good | 73500 | 90.9 |
July 2005 | Good | Good | Good | Good | 73500 | 90.9 |
August 2003 | Good | Good | Good | Good | 73500 | 90.9 |
September 2001 | Poor | Serious | Good | Good | 70150 | 85.8 |
July 1999 | Poor | Serious | Good | Good | 70150 | 85.8 |
July 1997 | Poor | Serious | Good | Good | 70150 | 85.8 |
July 1995 | Good | Good | Very Good | Very Good | 75500 | 92.2 |
August 1991 | Good | Good | Very Good | Very Good | 73500 | 92.4 |
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. | 100 | 100 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 81 | 81 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 3,749 | 3,483 | 0 | 266 | 0 |
Concrete Protective Coating | sq. ft. | 3,586 | 3,586 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 83 | 83 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 42 | 42 | 0 | 0 | 0 |
Compression Joint | linear ft. | 54 | 54 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 182 | 182 | 0 | 0 | 0 |
Other Material Bridge Rail | linear ft. | 182 | 182 | 0 | 0 | 0 |