W8-S5&CDR CONNECT over I-8,I-5,RAMPS,BNSF,AMTRA
Map
Coordinates:
+32.75779, -117.2041532°45'28" N, 117°12'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | W8-S5&CDR CONNECT over I-8,I-5,RAMPS,BNSF,AMTRA |
Structure number: | 57 0551F |
Location: | 11-SD-008-L2.34-SD |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 128.0 ft. [39.0 m] |
Total length: | 1817.0 ft. [553.8 m] |
Roadway width between curbs: | 46.3 ft. [14.1 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Vertical clearance above deck: | 18.4 ft. [5.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | 17 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 31,500 [as of 2010] |
Truck traffic: | 30% 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Good | 31500 | 86.7 |
April 2016 | Good | Very Good | Very Good | Very Good | 31500 | 86.7 |
April 2014 | Fair | Good | Satisfactory | Good | 31500 | 86.7 |
April 2012 | Fair | Good | Satisfactory | Good | 12500 | 88.7 |
May 2010 | Fair | Good | Satisfactory | Good | 12500 | 88.7 |
April 2008 | Fair | Satisfactory | Satisfactory | Good | 12500 | 88.7 |
April 2006 | Poor | Poor | Satisfactory | Good | 12500 | 85.6 |
June 2004 | Poor | Poor | Good | Good | 12500 | 86.6 |
September 2000 | Poor | Poor | Good | Good | 39300 | 66.7 |
June 1998 | Good | Good | Good | Good | 39300 | 67.8 |
July 1995 | Good | Good | Very Good | Very Good | 31700 | 75.9 |
September 1992 | Good | Good | Very Good | Very Good | 31700 | 91.5 |
August 1991 | Good | Good | Very Good | Very Good | 31700 | 91.5 |
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 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 553 | 547 | 6 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 9,570 | 9,535 | 35 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 8,910 | 8,910 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 38 | 38 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 12 | 9 | 3 | 0 | 0 |
Compression Joint | linear ft. | 50 | 49 | 1 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 1,106 | 916 | 190 | 0 | 0 |