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US 40 over SALEM RIVER

Map 

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

Facts 

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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,076 [as of 2016]
Truck traffic:4% 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: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:96.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201696.1GoodGoodVery GoodVery Good-13076
July 201496.2GoodVery GoodVery GoodVery Good-12820
September 201295.7GoodVery GoodExcellentVery Good-16140
September 201095.6GoodVery GoodExcellentVery Good-16719
July 200895.7GoodVery GoodExcellentVery Good-16390
July 200696.9GoodExcellentExcellentExcellent-15003
June 200496.9GoodExcellentExcellentExcellent-15003
July 200296.9GoodExcellentExcellentExcellent-14708
June 200296.9GoodExcellentExcellentExcellent-15003
May 200096.9GoodExcellentExcellentExcellent-14708
June 199821.4PoorPoorPoorFairSD15000
June 199621.4PoorPoorPoorFairSD15000
June 199436.3PoorPoorFairFairSD10800
April 199236.3PoorPoorFairFairSD10800