RP 6TH ST TO IS64E over CST BROADWAY
Map
Coordinates:
+38.62156, -90.1942938°37'18" N, 90°11'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RP 6TH ST TO IS64E over CST BROADWAY |
Structure number: | 31443 |
Location: | S 23 T 45 N R 7 E |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 115.2 ft. [35.1 m] |
Total length: | 510.9 ft. [155.7 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 5 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,894 [as of 2018] |
Truck traffic: | 18% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Excellent | Good | 5894 | 99.5 |
June 2016 | Good | Good | Excellent | Excellent | 5638 | 99.5 |
July 2014 | Good | Good | Excellent | Excellent | 3125 | 99.7 |
September 2013 | Good | Good | Excellent | Excellent | 3043 | 98.7 |
July 2012 | Good | Good | Excellent | Excellent | 3028 | 98.7 |
September 2011 | Good | Good | Excellent | Excellent | 2875 | 98.7 |
August 2010 | Good | Very Good | Excellent | Excellent | 3186 | 98.7 |
July 2009 | Good | Very Good | Excellent | Excellent | 5500 | 98.5 |
July 2007 | Good | Very Good | Excellent | Excellent | 5500 | 98.5 |
January 2007 | Good | Excellent | Excellent | Excellent | 5500 | 98.5 |
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. | 1,554 | 1,554 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,630 | 19,466 | 2,164 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,779 | 11,500 | 1,279 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 25 | 25 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 96 | 96 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 15 | 15 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,092 | 546 | 546 | 0 | 0 |