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16TH ST over METROLINK

Map

Coordinates:
+38.62616, -90.20484
38°37'34" N, 90°12'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:16TH ST over METROLINK
Structure number:32031
Location:S
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:49.5 ft. [15.1 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:Other Local Agencies [25]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:14,500 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:71.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$960,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairGoodSatisfactoryVery Good1450071.9
April 2015FairGoodSatisfactoryVery Good1450071.9
April 2013FairGoodSatisfactoryVery Good1450071.9
March 2011GoodGoodGoodVery Good1450073.9
September 2009GoodGoodGoodExcellent1450073.9
May 2007GoodExcellentExcellentExcellent1450073.9