E118-W210 CONN OC over ROUTE 210, PAXTON RA
Map
Coordinates:
+34.28575, -118.4104334°17'09" N, 118°24'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | E118-W210 CONN OC over ROUTE 210, PAXTON RA |
Structure number: | 53 2102G |
Location: | 07-LA-118-R13.94-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 220.2 ft. [67.1 m] |
Total length: | 1665.4 ft. [507.6 m] |
Roadway width between curbs: | 34.5 ft. [10.5 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Vertical clearance below bridge: | 29.5 ft. [9.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 13,140 [as of 2009] |
Truck traffic: | 3% 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: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Good | 13140 | 89.6 |
July 2016 | Good | Good | Good | Good | 11800 | 89.8 |
July 2014 | Good | Good | Very Good | Very Good | 11800 | 89.8 |
July 2012 | Fair | Satisfactory | Very Good | Good | 11800 | 89.8 |
January 2011 | Fair | Satisfactory | Very Good | Good | 11800 | 89.8 |
July 2008 | Fair | Satisfactory | Very Good | Good | 11800 | 89.8 |
August 2006 | Fair | Satisfactory | Very Good | Good | 11800 | 89.8 |
January 2005 | Fair | Satisfactory | Very Good | Good | 11800 | 89.8 |
January 2003 | Fair | Satisfactory | Very Good | Good | 11800 | 89.8 |
March 2001 | Fair | Fair | Very Good | Good | 11800 | 88.7 |
January 1999 | Fair | Fair | Very Good | Good | 11800 | 88.7 |
February 1997 | Good | Good | Very Good | Good | 11800 | 89.8 |
February 1995 | Good | Very Good | Very Good | Very Good | 11800 | 90.0 |
January 1993 | Good | Very Good | Very Good | Very Good | 11800 | 90.0 |
June 1991 | Good | Very Good | Very Good | Very Good | 11800 | 90.0 |
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. | 233 | 233 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 274 | 274 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 5,880 | 5,859 | 1 | 20 | 0 |
Concrete Protective Coating | sq. ft. | 5,340 | 5,340 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 23 | 21 | 2 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 33 | 33 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 12 | 12 | 0 | 0 | 0 |
Compression Joint | linear ft. | 12 | 11 | 1 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,039 | 1,039 | 0 | 0 | 0 |