N5-W118 CONNECTOR over I 5 & SR 118,CONNS,WASH
Map
Coordinates:
+34.26476, -118.4412534°15'53" N, 118°26'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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: | 16.4 ft. [5.0 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] |
Sufficiency rating: | 85.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 40600 | 85.4 |
February 2015 | Good | Very Good | Very Good | Very Good | 40600 | 85.4 |
February 2013 | Good | Good | Very Good | Good | 40600 | 85.4 |
February 2011 | Fair | Satisfactory | Very Good | Good | 40600 | 85.4 |
February 2009 | Fair | Fair | Very Good | Good | 40600 | 84.3 |
March 2007 | Fair | Satisfactory | Very Good | Good | 40600 | 85.4 |
March 2005 | Fair | Satisfactory | Very Good | Good | 40600 | 85.4 |
April 2003 | Fair | Satisfactory | Very Good | Good | 40600 | 85.4 |
March 2002 | Fair | Satisfactory | Very Good | Good | 40600 | 85.4 |
April 1999 | Fair | Fair | Very Good | Good | 40600 | 84.3 |
January 1999 | Fair | Fair | Very Good | Good | 40600 | 84.3 |
October 1997 | Fair | Fair | Very Good | Good | 40600 | 84.3 |
May 1995 | Good | Very Good | Very Good | Excellent | 35200 | 88.3 |
April 1993 | Good | Very Good | Very Good | Excellent | 35200 | 88.3 |
September 1991 | Good | Very Good | Very Good | Excellent | 35200 | 88.3 |
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. | 280 | 280 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 229 | 229 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 8,363 | 8,360 | 3 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 7,820 | 7,820 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 8 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 41 | 41 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 33 | 33 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 16 | 16 | 0 | 0 | 0 |
Compression Joint | linear ft. | 66 | 65 | 1 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,016 | 1,011 | 0 | 5 | 0 |