KUTZ MILL ROAD over SACONY CREEK

Map

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

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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Satisfactory	Satisfactory	Poor	391	50.7
August 2016	Fair	Satisfactory	Satisfactory	Fair	391	66.7
January 2015	Fair	Satisfactory	Satisfactory	Fair	318	66.7
January 2014	Fair	Satisfactory	Satisfactory	Satisfactory	318	77.7
February 2013	Fair	Satisfactory	Satisfactory	Satisfactory	318	79.7
February 2012	Fair	Satisfactory	Satisfactory	Satisfactory	200	79.7
February 2011	Fair	Good	Satisfactory	Satisfactory	200	79.7
July 2009	Fair	Good	Satisfactory	Satisfactory	180	79.7
July 2007	Fair	Good	Satisfactory	Satisfactory	180	79.7
July 2005	Fair	Good	Satisfactory	Satisfactory	180	79.7
July 2003	Good	Good	Good	Good	180	79.7