HAMILTON over METROLINK
Map
Coordinates:
+38.65211, -90.2920638°39'08" N, 90°17'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAMILTON over METROLINK |
Structure number: | 12949 |
Location: | AT DELMAR AVENUE |
Purpose: | Carries highway over railroad |
Route classification: | Local (Urban) [19] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 22° |
Owner: | County Highway Agency [02] |
Year built: | 1936 |
Historic significance: | Historical significance is not determinable at this time [4] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,300 [as of 2018] |
Truck traffic: | 2% of total traffic |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 35.2 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $598,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | Serious | Serious | Serious | 1300 | 35.2 |
April 2017 | Poor | Serious | Serious | Serious | 1300 | 19.5 |
April 2016 | Poor | Serious | Serious | Serious | 1300 | 19.5 |
April 2015 | Poor | Serious | Serious | Serious | 1300 | 19.5 |
April 2014 | Poor | Poor | Poor | Poor | 1300 | 35.2 |
April 2013 | Poor | Poor | Poor | Poor | 1300 | 39.2 |
May 2012 | Poor | Poor | Poor | Poor | 1300 | 39.2 |
May 2010 | Poor | Poor | Poor | Poor | 1300 | 39.2 |
April 2008 | Poor | Poor | Poor | Fair | 1300 | 39.2 |
June 2006 | Poor | Poor | Poor | Fair | 1300 | 40.8 |
May 2004 | Fair | Fair | Fair | Satisfactory | 1300 | 55.8 |
June 2002 | Fair | Fair | Fair | Satisfactory | 1300 | 55.8 |
May 2000 | Fair | Fair | Fair | Satisfactory | 1300 | 55.8 |