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BURNT MILL ROAD over CONODOGUINET CREEK

Franklin County, Pennsylvania

Map

Coordinates:
+40.10440, -77.56060
40°06'16" N, 77°33'38" W

View more info at Bridgehunter.com

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	BURNT MILL ROAD over CONODOGUINET CREEK
Structure number:	000000000017679
Old structure number:	287207064230660 `(from 1992 edition)`
Location:	2.3 MI SE OF SR 641
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	108.9 ft. `[33.2 m]`
Roadway width between curbs:	14.4 ft. `[4.4 m]`
Deck width edge-to-edge:	15.4 ft. `[4.7 m]`
Vertical clearance above deck:	13.5 ft. `[4.1 m]`
Skew angle:	20°
Owner:	County Highway Agency `[02]`
Year built:	1885
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Main span material:	Aluminum, Wrought Iron or Cast Iron `[9]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	250 `[as of 2009]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	16.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$153,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Poor	Fair	Poor	Satisfactory	250	16.5
December 2015	Poor	Fair	Poor	Satisfactory	250	16.5
December 2013	Poor	Fair	Poor	Satisfactory	250	16.5
December 2011	Poor	Fair	Poor	Satisfactory	250	16.5
December 2009	Poor	Fair	Poor	Satisfactory	250	16.5
January 2008	Poor	Fair	Poor	Satisfactory	100	16.8
December 2005	Poor	Fair	Poor	Satisfactory	100	16.8
November 2003	Fair	Fair	Fair	Satisfactory	100	18.4
January 2002	Fair	Fair	Fair	Satisfactory	100	16.6
November 1999	Fair	Fair	Fair	Good	100	16.1
December 1997	Fair	Fair	Satisfactory	Good	100	28.6
November 1995	Fair	Fair	Satisfactory	Good	100	28.4
October 1993	Fair	Fair	Satisfactory	Good	100	28.4
November 1991	Fair	Fair	Satisfactory	Good	100	28.4

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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