TEMPLE ST over SILVER LAKE BLVD
Map
Coordinates:
+34.07653, -118.2842034°04'36" N, 118°17'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | TEMPLE ST over SILVER LAKE BLVD |
Structure number: | 53C1336 |
Location: | AT SILVER LAKE BLVD |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 103.0 ft. [31.4 m] |
Total length: | 106.0 ft. [32.3 m] |
Roadway width between curbs: | 55.8 ft. [17.0 m] |
Deck width edge-to-edge: | 75.5 ft. [23.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 36° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1934 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24,918 [as of 2016] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Good | Fair | 24918 | 83.3 |
May 2016 | Good | Good | Very Good | Good | 20921 | 95.0 |
May 2014 | Fair | Satisfactory | Satisfactory | Good | 20921 | 95.0 |
May 2012 | Fair | Satisfactory | Satisfactory | Good | 20921 | 95.0 |
November 2010 | Fair | Satisfactory | Satisfactory | Good | 20921 | 95.0 |
May 2008 | Fair | Satisfactory | Satisfactory | Good | 20921 | 95.0 |
September 2006 | Fair | Satisfactory | Good | Good | 20921 | 95.0 |
January 2006 | Fair | Satisfactory | Good | Good | 20921 | 94.0 |
February 2005 | Fair | Satisfactory | Good | Good | 20921 | 94.0 |
October 2000 | Good | Good | Good | Good | 11700 | 94.9 |
October 1998 | Fair | Good | Fair | Good | 11700 | 83.7 |
April 1997 | Good | Good | Good | Good | 11700 | 94.9 |
September 1994 | Good | Good | Good | Very Good | 11700 | 95.1 |
August 1990 | Good | Very Good | Very Good | Very Good | 11700 | 95.1 |
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 |
Steel Girder/Beam | linear ft. | 290 | 283 | 7 | 0 | 0 |
Steel Protective Coating | sq. ft. | 96 | 93 | 3 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 743 | 669 | 74 | 0 | 0 |
Wearing Surfaces | sq. ft. | 540 | 540 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 57 | 45 | 12 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 28 | 14 | 10 | 4 | 0 |
Bearings |
Movable Bearing | each | 9 | 9 | 0 | 0 | 0 |
Fixed Bearing | each | 9 | 9 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 65 | 63 | 0 | 2 | 0 |