RP SKINKER BLVD TO over IS 64
Map
Coordinates:
+38.63256, -90.3008938°37'57" N, 90°18'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RP SKINKER BLVD TO over IS 64 |
Structure number: | 32254 |
Location: | S 13 T 45 N R 6 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 124.3 ft. [37.9 m] |
Total length: | 243.1 ft. [74.1 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 33° |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,355 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Very Good | 9355 | 89.2 |
July 2015 | Good | Good | Good | Excellent | 9109 | 89.3 |
September 2013 | Good | Good | Very Good | Excellent | 8837 | 89.4 |
September 2011 | Good | Very Good | Very Good | Excellent | 7732 | 89.8 |
January 2010 | Good | Excellent | Excellent | Excellent | 5804 | 90.6 |
January 2008 | Good | Excellent | Excellent | Excellent | 5887 | 90.6 |
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 Girder/Beam | linear ft. | 1,354 | 1,350 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,380 | 6,642 | 2,738 | 0 | 0 |
Wearing Surfaces | sq. ft. | 8,734 | 8,734 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 290 | 261 | 16 | 13 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 73 | 69 | 4 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 627 | 438 | 188 | 1 | 0 |