+39.67333, -75.36167
39°40'24" N, 75°21'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 40 over SALEM RIVER
Structure number:1702154
Location:1.45 MI WEST OF NJ 45 JCT
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:12,820 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:99.7 tons [90.6 metric tons]
Inventory rating:79.9 tons [72.6 metric tons]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.2Not deficientVery GoodVery GoodVery Good12820
September 201295.7Not deficientVery GoodExcellentVery Good16140
September 201095.6Not deficientVery GoodExcellentVery Good16719
July 200895.7Not deficientVery GoodExcellentVery Good16390
July 200696.9Not deficientExcellentExcellentExcellent15003
June 200496.9Not deficientExcellentExcellentExcellent15003
June 200296.9Not deficientExcellentExcellentExcellent15003
July 200296.9Not deficientExcellentExcellentExcellent14708
May 200096.9Not deficientExcellentExcellentExcellent14708
June 199821.4Structurally deficientPoorPoorFair15000
June 199621.4Structurally deficientPoorPoorFair15000
June 199436.3Structurally deficientPoorFairFair10800
April 199236.3Structurally deficientPoorFairFair10800