E8-N163 & S163-E8 over STATE ROUTE 163
Map
Coordinates:
+32.76200, -117.1637932°45'43" N, 117°09'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E8-N163 & S163-E8 over STATE ROUTE 163 |
Structure number: | 57 0223G |
Location: | 11-SD-008-2.41-SD |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 130.9 ft. [39.9 m] |
Total length: | 248.0 ft. [75.6 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
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: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27,000 [as of 2009] |
Truck traffic: | 1% 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: | Better than present minimum criteria [7] |
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: | 93.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 27000 | 93.4 |
April 2016 | Good | Good | Very Good | Good | 27000 | 93.4 |
April 2014 | Fair | Fair | Very Good | Satisfactory | 27000 | 92.4 |
April 2012 | Fair | Satisfactory | Very Good | Good | 27000 | 93.4 |
May 2010 | Fair | Satisfactory | Very Good | Good | 27000 | 93.4 |
April 2008 | Fair | Satisfactory | Very Good | Good | 27000 | 93.4 |
April 2006 | Good | Good | Very Good | Good | 27000 | 93.4 |
June 2004 | Good | Good | Very Good | Good | 19800 | 94.1 |
August 2002 | Good | Good | Very Good | Good | 19800 | 94.1 |
September 2000 | Good | Good | Very Good | Good | 19800 | 94.1 |
June 1998 | Good | Good | Very Good | Good | 19800 | 96.1 |
June 1996 | Good | Excellent | Excellent | Excellent | 19800 | 94.5 |
October 1994 | Good | Excellent | Excellent | Excellent | 19800 | 94.5 |
September 1992 | Good | Excellent | Excellent | Excellent | 19800 | 96.5 |
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. | 76 | 76 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,179 | 1,094 | 85 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 39 | 36 | 3 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 59 | 50 | 9 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 150 | 150 | 0 | 0 | 0 |