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RTE 907H over MORRIS PARK AVE, NYC RAP

Map 

Coordinates:
+40.84150, -73.87235
40°50'29" N, 73°52'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907H over MORRIS PARK AVE, NYC RAP
Structure number:000000001067099
Location:.4 MI N I95+BX RIVER PKWY
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:149.9 ft. [45.7 m]
Total length:1496.8 ft. [456.2 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:21.0 ft. [6.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1951
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:17
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 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:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:80.0 tons [72.7 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:19.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$106,095,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201519.1Structurally deficientPoorPoorFair113884
November 201434.1Structurally deficientPoorPoorFair106551
November 201336.5Structurally deficientPoorPoorFair106551
December 201236.5Structurally deficientPoorPoorFair106600
December 201136.5Structurally deficientPoorPoorFair106600
December 201036.5Structurally deficientPoorPoorFair106551
December 200954.5Structurally deficientPoorFairFair106551
November 200854.5Structurally deficientPoorFairFair106664
December 200736.5Structurally deficientPoorFairPoor106664
September 200653.0Structurally deficientPoorFairFair125879
September 200453.0Structurally deficientPoorFairFair125879
July 200254.7Structurally deficientPoorFairFair75763
March 200054.7Structurally deficientPoorSatisfactoryFair75763
December 199852.6Structurally deficientPoorSatisfactoryFair101264
November 199617.9Structurally deficientPoorPoorPoor96086
January 199417.9Structurally deficientPoorPoorPoor103940
November 199317.9Structurally deficientPoorPoorPoor103940
November 199217.9Structurally deficientPoorPoorPoor96086
August 199112.0Structurally deficientPoorPoorPoor40000