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WHITE PLAINS ROAD over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.84157, -73.86471
40°50'30" N, 73°51'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITE PLAINS ROAD over AMTRAK/CSXT/P&W
Structure number:000000002241329
Location:AT PARKCHESTER
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:102.7 ft. [31.3 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1905
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:10,643 [as of 1997]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:64.8 tons [58.9 metric tons]
Inventory rating:22.3 tons [20.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:46.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,895,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201446.2Functionally obsoleteGoodSatisfactoryFair10643
October 201271.3Functionally obsoleteVery GoodSatisfactorySatisfactory10643
September 201071.3Functionally obsoleteVery GoodSatisfactorySatisfactory10643
November 200871.0Functionally obsoleteVery GoodSatisfactorySatisfactory16251
August 200671.3Functionally obsoleteVery GoodSatisfactorySatisfactory10643
August 200471.3Functionally obsoleteExcellentSatisfactorySatisfactory10643
June 200271.3Functionally obsoleteExcellentSatisfactorySatisfactory10643
June 200075.4Not deficientExcellentSatisfactorySatisfactory10643
December 199875.4Not deficientGoodSatisfactorySatisfactory10643
June 199612.9Structurally deficientVery GoodPoorFair15900
December 199415.4Structurally deficientVery GoodPoorFair15900
November 199215.4Structurally deficientSatisfactoryPoorFair15900
August 199015.4Structurally deficientSatisfactoryPoorFair15900