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LRD S 16TH ST over LRD BRUCE STREET

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LRD S 16TH ST over LRD BRUCE STREET
Structure number:B40055000020000
Location:0.8M N JCT STH 59
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:48.6 ft. [14.8 m]
Total length:183.7 ft. [56.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1929
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:15,606 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances 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:61.1 tons [55.5 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,448,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201594.2Functionally obsoleteGoodGoodGood15606
August 201394.2Functionally obsoleteGoodGoodGood15300
August 201192.3Functionally obsoleteGoodGoodGood13600
September 200993.4Not deficientGoodGoodGood13600
November 200793.4Not deficientGoodGoodGood13600
September 200593.4Not deficientGoodGoodGood13600
May 200493.4Not deficientGoodGoodGood13600
August 200293.4Not deficientGoodGoodGood13600
September 200092.7Not deficientGoodGoodGood13600
September 199893.2Not deficientVery GoodGoodVery Good11700
January 199793.2Not deficientVery GoodVery GoodVery Good11700
September 199494.3Not deficientVery GoodVery GoodVery Good11700
July 199294.3Not deficientVery GoodVery GoodVery Good11700
November 199094.3Not deficientVery GoodVery GoodVery Good11700