N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH
Map
Coordinates:
+34.26667, -118.4416734°16'00" N, 118°26'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH |
Structure number: | 53 2329G |
Location: | 07-LA-005-39.31-LA |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 208.0 ft. [63.4 m] |
Total length: | 1667.1 ft. [508.1 m] |
Roadway width between curbs: | 50.2 ft. [15.3 m] |
Deck width edge-to-edge: | 54.1 ft. [16.5 m] |
Vertical clearance above deck: | 17.4 ft. [5.3 m] |
Vertical clearance below bridge: | 18.7 ft. [5.7 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
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: | 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: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 40,600 [as of 1998] |
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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 87.7 tons [79.7 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 85.4 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2017 | 85.4 | Good | Good | Good | Good | - | 40600 |
February 2015 | 85.4 | Good | Very Good | Very Good | Very Good | - | 40600 |
February 2013 | 85.4 | Good | Good | Very Good | Good | - | 40600 |
February 2011 | 85.4 | Fair | Satisfactory | Very Good | Good | - | 40600 |
February 2009 | 84.3 | Fair | Fair | Very Good | Good | - | 40600 |
March 2007 | 85.4 | Fair | Satisfactory | Very Good | Good | - | 40600 |
March 2005 | 85.4 | Fair | Satisfactory | Very Good | Good | - | 40600 |
April 2003 | 85.4 | Fair | Satisfactory | Very Good | Good | - | 40600 |
March 2002 | 85.4 | Fair | Satisfactory | Very Good | Good | - | 40600 |
April 1999 | 84.3 | Fair | Fair | Very Good | Good | - | 40600 |
January 1999 | 84.3 | Fair | Fair | Very Good | Good | - | 40600 |
October 1997 | 84.3 | Fair | Fair | Very Good | Good | - | 40600 |
May 1995 | 88.3 | Good | Very Good | Very Good | Excellent | - | 35200 |
April 1993 | 88.3 | Good | Very Good | Very Good | Excellent | - | 35200 |
September 1991 | 88.3 | Good | Very Good | Very Good | Excellent | - | 35200 |