KINGSHIGHWAY BLVD over IS 70, RV 70
Map
Coordinates:
+38.68625, -90.2456738°41'10" N, 90°14'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KINGSHIGHWAY BLVD over IS 70, RV 70 |
Structure number: | 12042 |
Location: | S 32 T 46 N R 7 E |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 255.9 ft. [78.0 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 92.2 ft. [28.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 26° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | 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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 25,650 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 88.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Good | Very Good | 25650 | 88.6 |
July 2015 | Fair | Satisfactory | Good | Very Good | 25009 | 88.8 |
September 2013 | Good | Good | Very Good | Very Good | 24730 | 88.8 |
September 2011 | Good | Good | Very Good | Very Good | 25159 | 87.7 |
September 2009 | Good | Very Good | Very Good | Very Good | 25707 | 87.5 |
September 2007 | Good | Very Good | Very Good | Very Good | 29646 | 86.5 |
August 2005 | Good | Very Good | Very Good | Very Good | 29906 | 86.5 |
August 2003 | Good | Very Good | Excellent | Excellent | 19519 | 89.1 |
January 2000 | Good | Excellent | Excellent | Excellent | 12382 | 94.0 |
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 |
Steel Girder/Beam | linear ft. | 3,010 | 3,009 | 0 | 1 | 0 |
Steel Protective Coating | sq. ft. | 24,909 | 0 | 24,908 | 0 | 1 |
Deck |
Reinforced Concrete Deck | sq. ft. | 23,574 | 17,680 | 5,894 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 18 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 246 | 246 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 412 | 408 | 4 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 48 | 48 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 802 | 642 | 160 | 0 | 0 |