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GIFFORDS LANE over SIRT SOUTH SHORE

Map 

Coordinates:
+40.55166, -74.15053
40°33'06" N, 74°09'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GIFFORDS LANE over SIRT SOUTH SHORE
Structure number:000000002249360
Location:AT GREAT KILLS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.8 ft. [16.4 m]
Total length:54.8 ft. [16.7 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:13°
Owner:Other Local Agencies [25]
Year built:1939
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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:9,568 [as of 1997]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$206,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201490.1Functionally obsoleteExcellentVery GoodGood9568
October 201290.1Functionally obsoleteVery GoodVery GoodGood9568
November 201090.1Functionally obsoleteVery GoodVery GoodGood9568
November 200891.5Functionally obsoleteVery GoodVery GoodGood5011
October 200690.1Functionally obsoleteVery GoodVery GoodGood9568
December 200490.1Functionally obsoleteVery GoodVery GoodGood9568
June 200289.1Functionally obsoleteVery GoodVery GoodGood9568
June 200093.2Not deficientVery GoodVery GoodGood9568
August 199875.5Functionally obsoleteGoodGoodSatisfactory9568
July 199669.2Not deficientSatisfactorySatisfactoryFair3100
June 199452.6Not deficientSatisfactorySatisfactoryPoor3100
May 199280.3Not deficientVery GoodSatisfactorySatisfactory3100
May 199069.1Functionally obsoleteSatisfactorySatisfactoryFair3100