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SR 120-PA 120 over GROVE RUN

Cameron County, Pennsylvania

Map

Coordinates:
+41.31862, -78.09758
41°19'07" N, 78°05'51" W

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Facts

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

Name:	SR 120-PA 120 over GROVE RUN
Structure number:	000000000008864
Old structure number:	120120067034680 `(from 1992 edition)`
Location:	SINNEMAHONING
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	25.9 ft. `[7.9 m]`
Total length:	27.9 ft. `[8.5 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1928
Year reconstructed:	1953
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	795 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	46.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$507,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Poor	Fair	Fair	Poor	795	46.4
May 2016	Poor	Fair	Fair	Poor	653	49.3
May 2014	Poor	Fair	Fair	Poor	712	48.7
May 2012	Poor	Fair	Fair	Poor	719	48.6
May 2010	Poor	Fair	Poor	Poor	723	48.6
May 2008	Poor	Fair	Poor	Fair	723	48.6
May 2006	Poor	Fair	Poor	Fair	654	46.9
May 2004	Poor	Fair	Poor	Fair	644	46.7
July 2002	Poor	Fair	Poor	Fair	840	38.8
August 2000	Poor	Fair	Poor	Fair	832	38.9
August 1998	Poor	Fair	Poor	Fair	832	38.9
August 1996	Poor	Satisfactory	Poor	Fair	731	45.0
February 1996	Poor	Satisfactory	Poor	Poor	700	43.5
August 1994	Poor	Satisfactory	Poor	Poor	1434	34.9
August 1992	Poor	Fair	Poor	Poor	1417	33.9
June 1991	Poor	Fair	Poor	Poor	1389	33.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	168	164	0	4	0
Deck
Reinforced Concrete Deck	sq. ft.	632	600	32	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	72	52	12	8	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	56	56	0	0	0

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