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KINGSHIGHWAY over METROLINK
Map
Coordinates:
+38.63726, -90.26596
38°38'14" N, 90°15'57" W
+38.63726, -90.26596
38°38'14" N, 90°15'57" 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: | 17.4 ft. [5.3 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] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 41.6 tons [37.8 metric tons] |
| 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 | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| April 2016 | 60.5 | Poor | Poor | Fair | Satisfactory | SD | 45900 |
| April 2015 | 60.5 | Poor | Poor | Fair | Satisfactory | SD | 45900 |
| April 2013 | 62.6 | Fair | Fair | Fair | Satisfactory | FO | 45900 |
| April 2011 | 62.6 | Fair | Fair | Fair | Satisfactory | FO | 45900 |
| April 2009 | 62.6 | Fair | Fair | Fair | Satisfactory | FO | 45900 |
| April 2007 | 64.7 | Fair | Fair | Fair | Satisfactory | - | 45900 |
| May 2005 | 77.3 | Good | Good | Very Good | Very Good | - | 45900 |
| May 2003 | 75.2 | Good | Good | Very Good | Very Good | FO | 45858 |
| August 2001 | 75.2 | Good | Good | Very Good | Very Good | FO | 45858 |
| June 1999 | 68.1 | Good | Good | Very Good | Very Good | FO | 45858 |
| June 1991 | 71.2 | Good | Good | Very Good | Very Good | FO | 48260 |
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. | 1,240 | 1,140 | 70 | 30 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 6,210 | 0 | 3,105 | 3,105 | 0 |
| Wearing Surfaces | sq. ft. | 4,332 | 0 | 2,166 | 2,166 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 270 | 0 | 270 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 46 | 0 | 0 | 46 | 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/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