KINGSHIGHWAY over UP & BNSF RR
Map
Coordinates:
+38.62322, -90.2655138°37'24" N, 90°15'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KINGSHIGHWAY over UP & BNSF RR |
Structure number: | 29758 |
Location: | S 19 T 45 N R 7 E |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 113.9 ft. [34.7 m] |
Total length: | 498.4 ft. [151.9 m] |
Roadway width between curbs: | 76.1 ft. [23.2 m] |
Deck width edge-to-edge: | 89.2 ft. [27.2 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1993 |
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: | 6 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Posted for load [P] |
Average daily traffic: | 50,000 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 89.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 50000 | 89.0 |
April 2015 | Good | Good | Very Good | Good | 50000 | 89.0 |
April 2013 | Good | Good | Very Good | Good | 50000 | 89.0 |
March 2011 | Good | Good | Very Good | Good | 50000 | 89.0 |
April 2009 | Good | Good | Very Good | Good | 50000 | 89.0 |
May 2007 | Good | Good | Very Good | Good | 50000 | 89.0 |
April 2005 | Good | Good | Very Good | Very Good | 50000 | 89.0 |
May 2003 | Good | Very Good | Very Good | Very Good | 50000 | 89.0 |
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. | 4,734 | 4,273 | 461 | 0 | 0 |
Steel Protective Coating | sq. ft. | 59,217 | 12,495 | 46,643 | 76 | 3 |
Deck |
Reinforced Concrete Deck | sq. ft. | 47,089 | 0 | 47,084 | 5 | 0 |
Substructure |
Reinforced Concrete Column | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 152 | 114 | 38 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 178 | 126 | 22 | 30 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 430 | 430 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 178 | 0 | 158 | 0 | 20 |
Bearings |
Elastomeric Bearing | each | 63 | 58 | 4 | 1 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 1,048 | 0 | 524 | 524 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 1,048 | 0 | 1,038 | 10 | 0 |