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ERSKINE STREET over 9076907CSHORE PKY, 907C9

Map 

Coordinates:
+40.65153, -73.86557
40°39'06" N, 73°51'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ERSKINE STREET over 9076907CSHORE PKY, 907C9
Structure number:000000002269600
Location:ERSKINE ST OVER SHORE PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:124.0 ft. [37.8 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2009]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:95.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$241,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.7Not deficientExcellentExcellentGood8000
August 201284.3Not deficientExcellentExcellentFair8000
September 201095.7Not deficientExcellentExcellentGood8000
November 200895.7Not deficientExcellentExcellentGood8000
September 200695.7Not deficientExcellentExcellentGood8000
October 200495.7Not deficientExcellentGoodGood8000
October 200295.7Not deficientExcellentExcellentExcellent8000