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RTE 907H over RTE 907F, 907F X(WB)

Map 

Coordinates:
+40.85639, -73.87237
40°51'23" N, 73°52'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907H over RTE 907F, 907F X(WB)
Structure number:000000001067119
Location:1.4MI N I95+BX RIVER PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:65.9 ft. [20.1 m]
Total length:135.8 ft. [41.4 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:112.9 ft. [34.4 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1949
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:Concrete continuous [2]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:113,884 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:60.6 tons [55.1 metric tons]
Inventory rating:15.2 tons [13.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:35.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$22,749,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201535.9Structurally deficientPoorPoorSatisfactory113884
August 201335.9Structurally deficientPoorPoorSatisfactory106551
August 201132.0Structurally deficientPoorPoorSatisfactory106600
August 200932.0Structurally deficientPoorPoorSatisfactory111048
June 200732.0Structurally deficientPoorPoorSatisfactory112421
July 200536.0Structurally deficientPoorPoorSatisfactory104423
July 200339.0Structurally deficient-PoorSatisfactory90828
August 200136.0Structurally deficientPoorPoorSatisfactory75763
September 199939.0Structurally deficientGoodPoorFair84713
March 199836.0Structurally deficientPoorPoorFair113769
January 199641.0Structurally deficient-PoorPoor103940
February 199441.0Structurally deficient-PoorPoor103940
March 199258.4Structurally deficient-PoorPoor70680
March 199066.8Structurally deficient-PoorPoor70341