SR 120-PA 120 over DRIFTWOOD BRANCH

Map

Coordinates:
+41.51060, -78.24704
41°30'38" N, 78°14'49" W

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

Name:	SR 120-PA 120 over DRIFTWOOD BRANCH
Structure number:	000000000008843
Old structure number:	120120022007420 `(from 1992 edition)`
Location:	EMPORIUM BORO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	136.2 ft. `[41.5 m]`
Total length:	138.1 ft. `[42.1 m]`
Roadway width between curbs:	26.6 ft. `[8.1 m]`
Deck width edge-to-edge:	31.5 ft. `[9.6 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1930
Year reconstructed:	2011
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,095 `[as of 2018]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 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 corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	34.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$629,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Satisfactory	Fair	4095	34.7
March 2016	Fair	Satisfactory	Satisfactory	Fair	4340	34.7
March 2014	Fair	Satisfactory	Satisfactory	Fair	4127	34.7
June 2012	Fair	Satisfactory	Satisfactory	Fair	4143	32.7
March 2012	Fair	Satisfactory	Satisfactory	Fair	4165	32.3
March 2010	Poor	Satisfactory	Poor	Fair	4187	34.1
March 2008	Fair	Satisfactory	Satisfactory	Fair	4701	46.0
March 2006	Fair	Satisfactory	Satisfactory	Fair	4622	44.0
March 2005	Fair	Satisfactory	Satisfactory	Fair	4545	44.0
March 2004	Fair	Satisfactory	Satisfactory	Fair	4500	48.9
March 2002	Fair	Satisfactory	Satisfactory	Fair	4425	47.9
March 2001	Fair	Satisfactory	Satisfactory	Fair	4381	47.9
March 2000	Fair	Satisfactory	Satisfactory	Fair	4395	47.9
March 1998	Fair	Satisfactory	Satisfactory	Fair	4216	47.9
March 1997	Fair	Satisfactory	Satisfactory	Fair	4133	46.9
March 1996	Fair	Satisfactory	Satisfactory	Fair	4052	44.9
March 1995	Fair	Satisfactory	Satisfactory	Fair	3996	44.9
March 1994	Fair	Satisfactory	Satisfactory	Fair	3949	44.9
March 1993	Fair	Satisfactory	Satisfactory	Fair	3949	43.9
July 1991	Fair	Satisfactory	Satisfactory	Fair	3870	45.9

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	966	966	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,554	4,554	0	0	0
Superstructure
Steel Truss	linear ft.	276	276	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Steel Floor Beam	linear ft.	264	264	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	91	91	0	0	0
Bearings
Movable Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0