WABASH BLVD (SR15) over MAIN STREET
Map
Coordinates:
+32.69073, -117.1233132°41'27" N, 117°07'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WABASH BLVD (SR15) over MAIN STREET |
Structure number: | 57C0198 |
Location: | 0.25M N/O 32ND ST/N.SCOTT |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 149.0 ft. [45.4 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 66.9 ft. [20.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 5° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1954 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,447 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 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: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 81.1 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,547,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2016 | Fair | Fair | Good | Good | 11447 | 81.1 |
June 2014 | Poor | Poor | Very Good | Good | 10035 | 83.3 |
June 2012 | Poor | Poor | Very Good | Good | 10035 | 83.3 |
December 2010 | Poor | Poor | Very Good | Good | 10035 | 83.3 |
December 2008 | Poor | Poor | Very Good | Good | 15000 | 82.5 |
November 2006 | Fair | Satisfactory | Very Good | Good | 15000 | 85.6 |
July 2003 | Fair | Satisfactory | Very Good | Good | 15000 | 84.6 |
August 2001 | Fair | Satisfactory | Very Good | Good | 15000 | 84.6 |
May 1999 | Fair | Satisfactory | Very Good | Good | 15000 | 84.6 |
November 1996 | Fair | Satisfactory | Very Good | Good | 15000 | 84.6 |
August 1994 | Good | Good | Good | Good | 15000 | 84.5 |
June 1992 | Good | Good | Good | Good | 15000 | 84.5 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 46 | 35 | 8 | 3 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 924 | 24 | 380 | 520 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 41 | 38 | 3 | 0 | 0 |
Reinforced Concrete Pile | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 91 | 0 | 91 | 0 | 0 |