SR 150-PA 150 over BEECH CREEK

Map

Coordinates:
+41.07483, -77.59203
41°04'29" N, 77°35'31" W

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

Name:	SR 150-PA 150 over BEECH CREEK
Structure number:	000000000012159
Old structure number:	180150001000000 `(from 1992 edition)`
Location:	BEECHCREEK BORO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	144.0 ft. `[43.9 m]`
Total length:	149.0 ft. `[45.4 m]`
Roadway width between curbs:	33.5 ft. `[10.2 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1935
Year reconstructed:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,964 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	78.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Good	Satisfactory	Satisfactory	3964	78.4
March 2015	Fair	Good	Satisfactory	Satisfactory	4029	78.2
March 2013	Fair	Good	Satisfactory	Satisfactory	4107	68.3
July 2011	Fair	Good	Satisfactory	Satisfactory	4191	69.0
March 2011	Fair	Good	Satisfactory	Satisfactory	4191	68.3
August 2009	Fair	Good	Satisfactory	Satisfactory	4213	82.3
March 2009	Fair	Good	Satisfactory	Satisfactory	4213	82.3
March 2007	Fair	Good	Satisfactory	Satisfactory	4618	81.4
March 2006	Fair	Good	Satisfactory	Satisfactory	4474	81.7
March 2005	Fair	Good	Satisfactory	Satisfactory	4421	81.8
March 2004	Fair	Good	Satisfactory	Satisfactory	4377	81.9
March 2002	Fair	Good	Satisfactory	Satisfactory	7044	76.4
March 2000	Fair	Good	Satisfactory	Satisfactory	6892	76.7
March 1999	Fair	Good	Satisfactory	Satisfactory	6744	77.1
March 1998	Fair	Very Good	Satisfactory	Satisfactory	6612	77.3
March 1997	Fair	Very Good	Satisfactory	Satisfactory	6482	77.6
March 1996	Fair	Very Good	Satisfactory	Satisfactory	6355	77.8
March 1995	Fair	Very Good	Satisfactory	Satisfactory	6267	78.0
March 1994	Poor	Critical	Poor	Poor	6193	43.0
March 1993	Poor	Critical	Poor	Poor	6193	43.0
March 1991	Poor	Critical	Poor	Poor	6071	43.0

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.	1,192	1,192	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,662	0	5,662	0	0
Superstructure
Steel Truss	linear ft.	298	238	30	30	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Steel Floor Beam	linear ft.	190	170	20	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	101	10	90	1	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