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KUTZ MILL ROAD over SACONY CREEK

Map

Coordinates:
+40.53370, -75.80540
40°32'01" N, 75°48'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:KUTZ MILL ROAD over SACONY CREEK
Structure number:000000000005370
Old structure number:067215080394650 (from 1992 edition)
Location:1 MI. NW OF KUTZTOWN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:90.9 ft. [27.7 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Vertical clearance above deck:11.8 ft. [3.6 m]
Owner:County Highway Agency [02]
Year built:1869
Year reconstructed:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:391 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:50.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$110,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorSatisfactorySatisfactoryPoor39150.7
August 2016FairSatisfactorySatisfactoryFair39166.7
January 2015FairSatisfactorySatisfactoryFair31866.7
January 2014FairSatisfactorySatisfactorySatisfactory31877.7
February 2013FairSatisfactorySatisfactorySatisfactory31879.7
February 2012FairSatisfactorySatisfactorySatisfactory20079.7
February 2011FairGoodSatisfactorySatisfactory20079.7
July 2009FairGoodSatisfactorySatisfactory18079.7
July 2007FairGoodSatisfactorySatisfactory18079.7
July 2005FairGoodSatisfactorySatisfactory18079.7
July 2003GoodGoodGoodGood18079.7