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LEFFERTS BLVD over RTE 907D, RAMP TO EB 907

Map 

Coordinates:
+40.66454, -73.82275
40°39'52" N, 73°49'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LEFFERTS BLVD over RTE 907D, RAMP TO EB 907
Structure number:000000001076650
Location:1.1 MI W I678 & SH 27
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:88.9 ft. [27.1 m]
Total length:349.8 ft. [106.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans 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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:16,100 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.9 tons [62.6 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$23,696,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201463.7Functionally obsoleteFairFairSatisfactory16100
August 201263.7Functionally obsoleteFairFairSatisfactory16900
September 201063.9Functionally obsoleteFairFairSatisfactory13573
August 200963.7Functionally obsoleteFairFairSatisfactory15853
August 200863.7Functionally obsoleteFairFairSatisfactory15853
July 200763.7Functionally obsoleteFairFairSatisfactory15853
June 200663.9Functionally obsoleteFairFairSatisfactory13573
April 200463.9Functionally obsoleteFairFairSatisfactory13573
May 200263.9Functionally obsoleteFairFairGood13639
March 200063.7Functionally obsoleteFairFairGood13639
20000.0Not applicable---118440
May 199863.9Functionally obsoleteFairFairGood11928
May 199643.7Structurally deficientPoorPoorPoor11928
May 199527.2Structurally deficientPoorPoorSerious11929
April 19947.4Structurally deficientPoorSeriousSerious11120
May 19937.4Structurally deficientPoorSeriousSerious11120
February 19927.4Structurally deficientPoorSeriousPoor11120
May 199034.3Structurally deficientFairPoorPoor11120