+40.70806, -74.31389
40°42'29" N, 74°18'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:MOUNTAIN AV-CR635 over STREAM 10-35
Structure number:2017011
Location:0.25 MI S OF NJ 124
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.1 ft. [11.0 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
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:Poor
Status:Open, no restriction [A]
Average daily traffic:16,760 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:66.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,964,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201666.7PoorSatisfactoryPoorGoodSD16760
July 201466.7PoorSatisfactoryPoorGoodSD16430
August 201294.5FairSatisfactorySatisfactoryGood-16100
June 201095.5FairGoodSatisfactoryGood-15765
May 200894.5FairGoodSatisfactoryGood-15455
April 200694.6FairGoodSatisfactoryGood-15150
May 200494.6FairGoodSatisfactoryGood-14850
January 200284.5FairGoodFairGood-14000
November 199984.5FairVery GoodFairGood-13500
October 199783.5FairFairFairGood-13500
September 199579.7PoorSeriousFairGoodSD13500
April 199393.0PoorSeriousVery GoodVery GoodSD12492
April 199193.0PoorSeriousVery GoodVery GoodSD12492