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VAUXHALL RD(CR630) over EAST BRANCH RAHWAY RIVER

Map

Coordinates:
+40.72111, -74.29028
40°43'16" N, 74°17'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VAUXHALL RD(CR630) over EAST BRANCH RAHWAY RIVER
Structure number:2019028
Location:0.17 MI NW OF NJ 124
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.9 ft. [15.2 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Skew angle:32°
Owner:County Highway Agency [02]
Year built:2004
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:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:29,420 [as of 2016]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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:98.8 tons [89.8 metric tons]
Inventory rating:82.8 tons [75.3 metric tons]
Sufficiency rating:79.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201679.6GoodVery GoodVery GoodVery Good-29420
May 201471.1GoodVery GoodVery GoodVery Good-25292
June 201271.4GoodVery GoodVery GoodVery Good-24796
June 201071.6GoodVery GoodVery GoodVery Good-24310
August 200871.8GoodVery GoodVery GoodVery Good-23830
September 200672.1GoodExcellentVery GoodExcellent-23360
March 200570.8GoodExcellentExcellentExcellent-19698
January 200255.2FairSatisfactoryGoodGood-18200
November 199955.6FairSatisfactoryGoodGood-17500
October 199755.6FairSatisfactoryGoodGood-17500
October 199575.9GoodGoodVery GoodVery Good-16156
May 199375.9GoodGoodVery GoodVery Good-16156
April 199175.9GoodGoodVery GoodVery Good-16156