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WEST FINGERBOARD over SIRT SOUTH SHORE

Map 

Coordinates:
+40.60163, -74.08520
40°36'06" N, 74°05'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEST FINGERBOARD over SIRT SOUTH SHORE
Structure number:000000002249480
Location:IN ROSEBANK
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:44°
Owner:Other Local Agencies [25]
Year built:1932
Year reconstructed:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:3,581 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$251,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201593.8Functionally obsoleteExcellentExcellentVery Good3581
September 201393.8Functionally obsoleteExcellentExcellentVery Good3581
October 201193.8Functionally obsoleteVery GoodVery GoodVery Good3600
November 200993.8Functionally obsoleteVery GoodVery GoodVery Good4374
November 200793.8Functionally obsoleteExcellentExcellentVery Good4566
October 200593.8Not deficientExcellentExcellentVery Good4566
October 200393.8Not deficientExcellentExcellentVery Good4566
August 200197.8Not deficientExcellentExcellentVery Good4566
September 199997.8Not deficientExcellentExcellentVery Good3246
September 199797.8Not deficientVery GoodVery GoodGood3246
March 199742.8Structurally deficientPoorPoorPoor2600
September 199442.9Structurally deficientPoorPoorPoor2600
July 199242.9Structurally deficientPoorPoorPoor2600
September 199042.9Structurally deficientPoorPoorPoor2600