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CLOVE ROAD over SIRT SOUTH SHORE

Map

Coordinates:
+40.60380, -74.08355
40°36'14" N, 74°05'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CLOVE ROAD over SIRT SOUTH SHORE
Structure number:000000002249490
Location:AT GRASMERE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:30°
Owner:Other Local Agencies [25]
Year built:1932
Year reconstructed:1994
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,807 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:98.8 tons [89.8 metric tons]
Sufficiency rating:74.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,873,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201674.3GoodVery GoodExcellentVery GoodFO10807
October 201474.3GoodVery GoodExcellentVery GoodFO10771
October 201274.3GoodExcellentExcellentVery GoodFO10300
November 201074.1GoodExcellentExcellentVery GoodFO13350
November 200874.1GoodExcellentExcellentVery GoodFO13350
October 200674.2GoodExcellentExcellentVery GoodFO12173
December 200474.3GoodExcellentExcellentGoodFO11383
June 200274.2FairExcellentExcellentSatisfactory-11895
June 200078.3GoodExcellentExcellentVery Good-11895
September 199870.8FairGoodGoodSatisfactoryFO11895
September 199643.5PoorVery GoodVery GoodPoorSD11895
April 199616.5PoorSeriousPoorSeriousSD11995
August 199413.1PoorSeriousPoorSeriousSD17000
June 199313.1PoorSeriousPoorSeriousSD17000
April 199237.4PoorSeriousPoorPoorSD17000
April 199037.4PoorSeriousPoorPoorSD17000