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I-295 NB over NJTPK RT US40SALEM CANAL

Map 

Coordinates:
+39.67806, -75.48444
39°40'41" N, 75°29'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-295 NB over NJTPK RT US40SALEM CANAL
Structure number:1711150
Location:AT TURNPIKE INTERCHANGE
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:23.0 ft. [7.0 m]
Total length:139.1 ft. [42.4 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance below bridge:4.6 ft. [1.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1952
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:15,840 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:87.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201487.6Structurally deficientPoorGoodGood15840
October 201290.6Not deficientFairGoodGood14422
November 201091.4Not deficientSatisfactoryGoodGood15840
November 200889.9Not deficientSatisfactoryGoodGood31085
September 200689.6Not deficientSatisfactoryGoodGood34200
September 200489.6Not deficientSatisfactoryGoodGood34200
October 200291.1Not deficientSatisfactorySatisfactoryGood30035
August 200092.9Not deficientSatisfactorySatisfactoryGood11000
August 199892.9Not deficientSatisfactorySatisfactoryGood11000
June 199891.8Not deficientSatisfactorySatisfactoryGood22000
March 199691.8Not deficientSatisfactorySatisfactoryGood22000
March 199492.2Not deficientGoodGoodGood20600
March 199269.5Structurally deficientPoorGoodGood20600