I-80 WB over PA 93 TR 93 EXIT 253

Map

Coordinates:
+41.02639, -76.07897
41°01'35" N, 76°04'44" W

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

Name:	I-80 WB over PA 93 TR 93 EXIT 253
Structure number:	000000000023651
Old structure number:	400080255524560 `(from 1992 edition)`
Location:	SUGARLOAF TWP OVER TR 93
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	86.0 ft. `[26.2 m]`
Total length:	174.9 ft. `[53.3 m]`
Roadway width between curbs:	44.6 ft. `[13.6 m]`
Deck width edge-to-edge:	49.5 ft. `[15.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	22°
Owner:	State Highway Agency `[01]`
Year built:	1965
Year reconstructed:	1981
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	14,412 `[as of 2016]`
Truck traffic:	46% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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 corrrective action `[3]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	54.4
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$838,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Poor	Poor	Fair	Satisfactory	14412	54.4
September 2015	Poor	Poor	Fair	Good	15239	55.6
September 2013	Fair	Fair	Fair	Good	14936	40.7
September 2011	Fair	Satisfactory	Fair	Good	15234	44.9
September 2009	Fair	Satisfactory	Fair	Good	15781	44.9
September 2007	Fair	Satisfactory	Fair	Good	12393	45.3
September 2005	Fair	Satisfactory	Fair	Good	16786	42.5
October 2003	Fair	Satisfactory	Satisfactory	Good	16471	53.5
November 2001	Fair	Satisfactory	Satisfactory	Good	15611	51.8
January 2000	Fair	Satisfactory	Satisfactory	Good	14555	52.0
April 1998	Fair	Good	Satisfactory	Good	14187	63.3
July 1996	Fair	Satisfactory	Fair	Satisfactory	9400	53.7
August 1994	Fair	Satisfactory	Fair	Satisfactory	10713	50.7

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,024	993	10	21	0
Deck
Reinforced Concrete Deck	sq. ft.	8,867	8,335	532	0	0
Wearing Surfaces	sq. ft.	8,001	7,521	480	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	117	98	19	0	0
Reinforced Concrete Pier Cap	linear ft.	101	99	2	0	0
Joints
Strip Seal Joint	linear ft.	194	194	0	0	0
Bearings
Elastomeric Bearing	each	36	36	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	358	329	27	2	0