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CHURCH STREET over SALT LICK CREEK

Map

Coordinates:
+41.87540, -75.72580
41°52'31" N, 75°43'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHURCH STREET over SALT LICK CREEK
Structure number:000000000032740
Old structure number:577409031800010 (from 1992 edition)
Location:NEW MILFORD, ADJ. WALL ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:42.0 ft. [12.8 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:34°
Owner:Town or Township Highway Agency [03]
Year built:1905
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:384 [as of 2011]
Truck traffic:3% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:19.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$334,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorSeriousPoorPoor38419.9
June 2015PoorSeriousPoorPoor38420.2
June 2013PoorPoorPoorFair38422.3
June 2011PoorPoorPoorFair38422.3
June 2009PoorSeriousPoorPoor-36.6
June 2007PoorPoorPoorPoor-38.6
June 2005PoorPoorPoorPoor38423.5
June 2003PoorPoorPoorPoor38423.5
July 2001PoorPoorPoorPoor38423.5
October 1999PoorPoorPoorPoor38423.5
August 1997PoorPoorPoorPoor38423.5
July 1995PoorPoorPoorPoor38422.0
July 1993PoorPoorPoorPoor38425.9
August 1991PoorPoorPoorPoor38431.4