INTERSTATE 280 over LAWRENCE EXPWY & CREEK
Map
Coordinates:
+37.32093, -121.9952837°19'15" N, 121°59'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | INTERSTATE 280 over LAWRENCE EXPWY & CREEK |
Structure number: | 37 0210 |
Location: | 04-SCL-280-7.12-SJS |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 317.9 ft. [96.9 m] |
Roadway width between curbs: | 149.9 ft. [45.7 m] |
Deck width edge-to-edge: | 154.5 ft. [47.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 34° |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Year reconstructed: | 1991 |
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: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 203,000 [as of 2009] |
Truck traffic: | 3% of total traffic |
Deck condition: | Poor [4 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 82.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Poor | Good | Good | 203000 | 82.9 |
January 2016 | Poor | Poor | Very Good | Very Good | 203000 | 82.9 |
December 2013 | Fair | Fair | Very Good | Good | 203000 | 85.1 |
August 2012 | Good | Good | Very Good | Good | 203000 | 86.3 |
February 2010 | Good | Good | Very Good | Good | 174000 | 87.7 |
January 2008 | Good | Good | Very Good | Good | 174000 | 87.7 |
January 2006 | Good | Good | Very Good | Good | 174000 | 87.7 |
March 2004 | Good | Good | Very Good | Good | 181300 | 85.0 |
March 2002 | Good | Good | Very Good | Good | 181300 | 85.0 |
June 2000 | Good | Good | Very Good | Good | 181300 | 85.0 |
January 2000 | Good | Good | Very Good | Good | 181300 | 84.0 |
April 1998 | Fair | Satisfactory | Good | Satisfactory | 181300 | 84.0 |
April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 170000 | 83.0 |
April 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 170000 | 83.0 |
April 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 96.0 |
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. | 97 | 97 | 0 | 0 | 0 |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 194 | 194 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,431 | 0 | 0 | 4,431 | 0 |
Substructure |
Reinforced Concrete Column | each | 40 | 40 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 126 | 126 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 37 | 37 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 312 | 309 | 2 | 1 | 0 |