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SR 3003=8TH STREET over BUFFALO CREEK

Union County, Pennsylvania

Map

Coordinates:
+40.92361, -77.05344
40°55'25" N, 77°03'12" W

Facts

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

Name:	SR 3003=8TH STREET over BUFFALO CREEK
Structure number:	000000000033550
Old structure number:	593003020000000 `(from 1992 edition)`
Location:	BORO OF MIFFLINBURG
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	77.1 ft. `[23.5 m]`
Roadway width between curbs:	17.1 ft. `[5.2 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,252 `[as of 2018]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	76.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$373,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Fair	Fair	1252	76.0
May 2016	Fair	Good	Fair	Fair	1248	76.0
May 2014	Fair	Good	Fair	Fair	1191	77.1
May 2012	Fair	Good	Fair	Fair	1220	77.1
May 2010	Fair	Good	Fair	Fair	1409	76.9
May 2008	Fair	Good	Fair	Fair	1405	76.9
May 2006	Fair	Good	Fair	Fair	1384	76.9
May 2004	Fair	Good	Fair	Fair	2119	70.2
May 2002	Fair	Good	Fair	Fair	2051	71.1
May 2000	Fair	Satisfactory	Fair	Fair	2489	69.8
May 1998	Fair	Satisfactory	Fair	Fair	2489	70.7
May 1996	Fair	Satisfactory	Fair	Fair	2045	68.8
May 1994	Fair	Satisfactory	Satisfactory	Satisfactory	1973	80.2
May 1992	Fair	Satisfactory	Satisfactory	Satisfactory	1946	82.5
May 1990	Fair	Satisfactory	Satisfactory	Satisfactory	1884	82.6

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
Steel Girder/Beam	linear ft.	436	366	50	20	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Masonry Abutment	linear ft.	77	47	20	10	0
Joints
Assembly without Seal Joint	linear ft.	20	0	0	0	20
Deck
Timber Deck	sq. ft.	1,293	0	1,293	0	0
Wearing Surfaces	sq. ft.	1,293	1,293	0	0	0
Bearings
Movable Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	153	143	10	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	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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