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NJ 49 over ALLOWAY CREEK

Map 

Coordinates:
+39.54833, -75.41417
39°32'54" N, 75°24'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NJ 49 over ALLOWAY CREEK
Structure number:1708151
Location:3.4 MI EAST OF NJ 45 JCT
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:64.0 ft. [19.5 m]
Total length:134.8 ft. [41.1 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Average daily traffic:6,795 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201595.8Not deficientGoodVery GoodVery Good6795
September 201390.7Functionally obsoleteGoodVery GoodVery Good6597
September 201197.2Not deficientVery GoodVery GoodVery Good6467
September 200997.2Not deficientVery GoodVery GoodVery Good6340
October 200797.2Not deficientExcellentExcellentExcellent6340
October 200542.1Structurally deficientPoorPoorPoor11100
October 200342.1Structurally deficientPoorPoorPoor11016
October 200142.1Structurally deficientPoorPoorPoor10800
October 199940.3Structurally deficientPoorPoorPoor10470
October 199740.3Structurally deficientPoorPoorPoor10470
September 199740.9Structurally deficientPoorPoorPoor9680
April 199526.2Structurally deficientPoorPoorPoor8800
October 199226.2Structurally deficientPoorPoorPoor8800
October 199028.0Structurally deficientPoorPoorPoor7200