RP SKINKER BLVD TO over IS 64
Map
Coordinates:
+38.63000, -90.3016738°37'48" N, 90°18'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
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: | 15.4 ft. [4.7 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,109 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Excellent [9 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] |
Operating rating: | 87.1 tons [79.2 metric tons] |
Inventory rating: | 52.5 tons [47.7 metric tons] |
Sufficiency rating: | 89.3 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2015 | 89.3 | Good | Good | Good | Excellent | - | 9109 |
September 2013 | 89.4 | Good | Good | Very Good | Excellent | - | 8837 |
September 2011 | 89.8 | Good | Very Good | Very Good | Excellent | - | 7732 |
January 2010 | 90.6 | Good | Excellent | Excellent | Excellent | - | 5804 |
January 2008 | 90.6 | Good | Excellent | Excellent | Excellent | - | 5887 |