Share: 
KINGSHIGHWAY over METROLINK
Map
Coordinates:
+38.63728, -90.26615
38°38'14" N, 90°15'58" W
+38.63728, -90.26615
38°38'14" N, 90°15'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KINGSHIGHWAY over METROLINK |
| Structure number: | 12950 |
| Old structure number: | U387525007 115 (from 1992 edition) |
| Location: | S 18 T 45 N R 7 E |
| Purpose: | Carries highway over railroad |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 45.9 ft. [14.0 m] |
| Total length: | 45.9 ft. [14.0 m] |
| Roadway width between curbs: | 91.9 ft. [28.0 m] |
| Deck width edge-to-edge: | 134.8 ft. [41.1 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1937 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2016
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 45,900 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 60.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $903,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2016 | Poor | Poor | Fair | Satisfactory | 45900 | 60.5 |
| April 2015 | Poor | Poor | Fair | Satisfactory | 45900 | 60.5 |
| April 2013 | Fair | Fair | Fair | Satisfactory | 45900 | 62.6 |
| April 2011 | Fair | Fair | Fair | Satisfactory | 45900 | 62.6 |
| April 2009 | Fair | Fair | Fair | Satisfactory | 45900 | 62.6 |
| April 2007 | Fair | Fair | Fair | Satisfactory | 45900 | 64.7 |
| May 2005 | Good | Good | Very Good | Very Good | 45900 | 77.3 |
| May 2003 | Good | Good | Very Good | Very Good | 45858 | 75.2 |
| August 2001 | Good | Good | Very Good | Very Good | 45858 | 75.2 |
| June 1999 | Good | Good | Very Good | Very Good | 45858 | 68.1 |
| June 1991 | Good | Good | Very Good | Very Good | 48260 | 71.2 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 671 | 0 | 447 | 224 | 0 |
| Steel Protective Coating | sq. ft. | 2,231 | 0 | 1,851 | 380 | 0 |
| Steel Stringer | linear ft. | 1,560 | 0 | 1,404 | 156 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,890 | 0 | 10,553 | 337 | 0 |
| Wearing Surfaces | sq. ft. | 9,470 | 6,313 | 3,157 | 0 | 0 |
| Substructure | ||||||
| Masonry Abutment | linear ft. | 660 | 0 | 627 | 33 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 33 | 33 | 0 | 0 | 0 |
| Bearings | ||||||
| Enclosed/Concealed Bearing | each | 38 | 0 | 38 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 46 | 0 | 0 | 46 | 0 |
© Copyright 2012-19, 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/1273981
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1273981