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PARK LANE S. over LONG ISLAND RR-MT

Map 

Coordinates:
+40.70333, -73.83861
40°42'12" N, 73°50'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARK LANE S. over LONG ISLAND RR-MT
Structure number:000000002247600
Location:IN RICHMOND HILL
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.8 ft. [16.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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 2014 

Status:Open, no restriction [A]
Average daily traffic:11,764 [as of 2007]
Truck traffic:13% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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 corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,703,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201493.4Functionally obsoleteExcellentExcellentExcellent11764
October 201293.4Functionally obsoleteExcellentExcellentExcellent11800
December 201093.7Functionally obsoleteExcellentExcellentExcellent6900
October 200893.4Functionally obsoleteExcellentExcellentExcellent11764
September 200693.7Not deficientExcellentExcellentExcellent6900
May 200493.7Not deficientExcellentExcellentExcellent6900
July 200293.7Not deficientExcellentExcellentExcellent6900
June 200097.7Not deficientExcellentExcellentExcellent6900
March 200032.6Structurally deficientPoorPoorSerious6900
June 199832.6Structurally deficientPoorPoorSerious6900
October 199734.2Structurally deficientPoorPoorPoor6900
December 199632.6Structurally deficientPoorPoorPoor6900
November 199533.2Structurally deficientPoorPoorPoor6900
July 199433.2Structurally deficientPoorPoorPoor6900
November 199331.7Structurally deficientPoorPoorPoor6900
November 19910.0Structurally deficientPoorPoorPoor6900