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RTE 907H over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.83826, -73.87326
40°50'18" N, 73°52'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907H over AMTRAK/CSXT/P&W
Structure number:000000001076729
Location:.1 MILE N JCT I95 & BRP
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:86.0 ft. [26.2 m]
Total length:146.0 ft. [44.5 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Vertical clearance below bridge:20.0 ft. [6.1 m]
Skew angle:44°
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:2
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:Fair [5 out of 9]
Substructure condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.0 tons [61.8 metric tons]
Inventory rating:24.9 tons [22.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:22.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$20,027,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201522.0Structurally deficientPoorFairPoor113884
October 201422.0Structurally deficientPoorFairPoor106551
November 201333.7Structurally deficientPoorFairPoor106551
December 201233.7Structurally deficientPoorFairPoor106600
November 201133.7Structurally deficientPoorFairPoor106600
December 201033.7Structurally deficientPoorFairPoor106551
October 200933.7Structurally deficientPoorFairPoor106551
November 200833.7Structurally deficientPoorFairPoor106664
September 200733.7Structurally deficientPoorFairPoor106664
September 200632.0Structurally deficientPoorFairPoor125879
July 200532.0Structurally deficientPoorFairPoor125879
September 200432.0Structurally deficientPoorFairPoor125879
November 200332.0Structurally deficientPoorFairPoor125879
July 200237.6Structurally deficientPoorFairPoor75763
July 200140.1Structurally deficientPoorFairPoor75763
July 200040.1Structurally deficientPoorFairPoor75763
September 199925.4Structurally deficientPoorFairPoor101264
December 199825.4Structurally deficientPoorFairPoor107788
December 199725.4Structurally deficientPoorSatisfactoryPoor96086
August 199634.0Structurally deficientPoorFairPoor96086
November 199534.0Structurally deficientPoorFairPoor96086
December 199417.0Structurally deficientPoorSeriousPoor103940
October 199234.0Structurally deficientPoorFairPoor96086
November 199041.5Structurally deficientPoorFairPoor40000