I-80 WB over PA 93 TR 93 EXIT 253
Map
Coordinates:
+41.02639, -76.0789741°01'35" N, 76°04'44" W
Facts
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] |
Latest Available Inspection: September 2017
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 |
Previous Inspections
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 |
Element Data
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 |