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T-427 over DENTS RUN

Elk County, Pennsylvania

Map

Coordinates:
+41.35930, -78.26990
41°21'33" N, 78°16'12" W

View more info at Bridgehunter.com

Facts

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

Name:	T-427 over DENTS RUN
Structure number:	000000000039513
Old structure number:	247201042700050 `(from 1992 edition)`
Location:	0.5 MI NW OF SR 555 INT
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	55.1 ft. `[16.8 m]`
Total length:	57.1 ft. `[17.4 m]`
Roadway width between curbs:	14.4 ft. `[4.4 m]`
Deck width edge-to-edge:	17.4 ft. `[5.3 m]`
Skew angle:	25°
Owner:	Town or Township Highway Agency `[03]`
Year built:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	20 `[as of 2017]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	70.4

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Fair	Fair	Good	20	70.4
September 2015	Fair	Fair	Fair	Good	20	70.4
September 2013	Fair	Fair	Fair	Good	20	70.4
September 2011	Fair	Good	Satisfactory	Good	20	82.2
September 2009	Fair	Good	Satisfactory	Good	20	82.4
September 2007	Fair	Good	Satisfactory	Very Good	20	86.2
September 2005	Good	Excellent	Excellent	Very Good	20	84.2
December 2003	Good	Excellent	Excellent	Very Good	20	83.2
February 2002	Good	Excellent	Excellent	Excellent	20	83.2
March 2000	Good	Excellent	Excellent	Excellent	20	83.2
May 1998	Good	Excellent	Excellent	Excellent	20	83.2
August 1997	Good	Excellent	Excellent	Excellent	20	83.2
March 1997	Poor	Fair	Serious	Poor	20	23.9
March 1996	Poor	Fair	Serious	Poor	20	23.9
December 1994	Poor	Fair	Serious	Good	20	23.9
March 1994	Poor	Fair	Serious	Good	20	28.4
October 1991	Poor	Satisfactory	Poor	Good	20	29.4

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