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KINGSHIGHWAY over UP & BNSF RR
Map
Coordinates:
+38.62167, -90.26667
38°37'18" N, 90°16'00" W
+38.62167, -90.26667
38°37'18" N, 90°16'00" 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: | 21.0 ft. [6.4 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 2015
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 50,000 [as of 2013] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Operating rating: | 72.3 tons [65.7 metric tons] |
| Inventory rating: | 37.6 tons [34.2 metric tons] |
| Sufficiency rating: | 89.0 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| April 2015 | 89.0 | Good | Good | Very Good | Good | FO | 50000 |
| April 2013 | 89.0 | Good | Good | Very Good | Good | FO | 50000 |
| March 2011 | 89.0 | Good | Good | Very Good | Good | FO | 50000 |
| April 2009 | 89.0 | Good | Good | Very Good | Good | FO | 50000 |
| May 2007 | 89.0 | Good | Good | Very Good | Good | FO | 50000 |
| April 2005 | 89.0 | Good | Good | Very Good | Very Good | FO | 50000 |
| May 2003 | 89.0 | Good | Very Good | Very Good | Very Good | FO | 50000 |
Element Data
Source: National Bridge Elements dataset, 2016 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 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1287140
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1287140