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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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,771 [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]
Operating rating:93.8 tons [85.3 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$171,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201474.3Functionally obsoleteVery GoodExcellentVery Good10771
October 201274.3Functionally obsoleteExcellentExcellentVery Good10300
November 201074.1Functionally obsoleteExcellentExcellentVery Good13350
November 200874.1Functionally obsoleteExcellentExcellentVery Good13350
October 200674.2Functionally obsoleteExcellentExcellentVery Good12173
December 200474.3Functionally obsoleteExcellentExcellentGood11383
June 200274.2Not deficientExcellentExcellentSatisfactory11895
June 200078.3Not deficientExcellentExcellentVery Good11895
September 199870.8Functionally obsoleteGoodGoodSatisfactory11895
September 199643.5Structurally deficientVery GoodVery GoodPoor11895
April 199616.5Structurally deficientSeriousPoorSerious11995
August 199413.1Structurally deficientSeriousPoorSerious17000
June 199313.1Structurally deficientSeriousPoorSerious17000
April 199237.4Structurally deficientSeriousPoorPoor17000
April 199037.4Structurally deficientSeriousPoorPoor17000