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EAST 177TH STREET over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.83819, -73.87658
40°50'17" N, 73°52'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 177TH STREET over AMTRAK/CSXT/P&W
Structure number:000000002241269
Location:AT WESTCHESTER HEIGHTS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:92.9 ft. [28.3 m]
Total length:221.8 ft. [67.6 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1988
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:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:32,363 [as of 2011]
Truck traffic:13% of total traffic
Deck condition:Good [7 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: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]
Inventory rating:75.8 tons [68.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:76.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$904,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201476.0Functionally obsoleteGoodVery GoodGood32363
August 201276.0Functionally obsoleteGoodExcellentSatisfactory32400
October 201077.3Functionally obsoleteGoodExcellentSatisfactory10540
November 200877.3Functionally obsoleteGoodExcellentSatisfactory10540
August 200676.3Functionally obsoleteGoodExcellentSatisfactory27522
August 200476.3Functionally obsoleteGoodExcellentSatisfactory27522
June 200276.1Functionally obsoleteGoodExcellentSatisfactory30023
June 200080.2Not deficientVery GoodExcellentSatisfactory30023
December 199880.2Not deficientGoodVery GoodSatisfactory30023
May 199666.9Not deficientSatisfactorySatisfactoryFair29233
May 199469.2Not deficientSatisfactoryVery GoodFair15800
February 199269.3Not deficientSatisfactoryVery GoodFair15800