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GRAND CONCOURSE over EAST 204TH STREET

Map 

Coordinates:
+40.87478, -73.88644
40°52'29" N, 73°53'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRAND CONCOURSE over EAST 204TH STREET
Structure number:000000002242380
Location:E OF HARRIS PK
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:50.9 ft. [15.5 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:142.1 ft. [43.3 m]
Deck width edge-to-edge:183.1 ft. [55.8 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1923
Year reconstructed:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:15,990 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.8 tons [95.3 metric tons]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:90.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$663,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201590.1Not deficientVery GoodVery GoodGood15990
September 201389.3Not deficientVery GoodVery GoodGood17887
September 201189.3Not deficientVery GoodVery GoodGood17887
October 200989.3Not deficientVery GoodVery GoodGood17887
August 200789.3Not deficientVery GoodVery GoodGood17887
May 200589.3Not deficientVery GoodVery GoodGood17887
May 200388.3Not deficientVery GoodVery GoodGood17887
June 200188.3Not deficientVery GoodVery GoodGood17887
June 199988.3Not deficientExcellentVery GoodGood17887
June 199788.3Not deficientExcellentVery GoodGood17887
May 199578.1Not deficientVery GoodVery GoodFair9000
June 199335.6Structurally deficientPoorFairPoor9000
April 199319.0Structurally deficientPoorPoorSerious9000
May 199019.0Structurally deficientPoorPoorSerious9000