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ELM ST (CR 667) over SOUTH BRANCH RARITAN RIV

Map 

Coordinates:
+40.55833, -74.72722
40°33'30" N, 74°43'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELM ST (CR 667) over SOUTH BRANCH RARITAN RIV
Structure number:18C0601
Location:0.4 mi N of CR 567
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:141.1 ft. [43.0 m]
Total length:285.1 ft. [86.9 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1896
Year reconstructed:2007
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Posted for load [P]
Average daily traffic:1,680 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:28.9 tons [26.3 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Sufficiency rating:47.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201547.7Not deficientGoodGoodGood1680
September 201347.7Not deficientVery GoodGoodGood1645
October 201147.7Not deficientVery GoodGoodVery Good1612
October 200946.9Not deficientGoodGoodVery Good1581
October 200746.9Not deficientVery GoodGoodVery Good1550
October 200530.8Structurally deficientFairPoorGood1490
September 200330.8Structurally deficientFairPoorGood1490
October 200348.1Functionally obsoleteFairFairGood1460
October 200147.9Functionally obsoleteFairFairGood1400
October 199947.9Functionally obsoleteFairFairSatisfactory1400
August 199748.0Functionally obsoleteFairFairSatisfactory1350
June 199541.5Functionally obsoleteFairFairSatisfactory1350
June 199339.6Functionally obsoleteFairFairSatisfactory1300
May 199139.6Not deficientFairFairSatisfactory1300