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Bridge Statistics for Sandy, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sandy, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 36 Total length: 178 meters (584ft) Total costs: $12,328,000 Total average daily traffic: 272,408 Total average daily truck traffic: 66,604 National Bridge Inventory (NBI) Registered Bridges for Sandy
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 17008009640313, Location: EXIT 97 DUBOIS INTER (Lat: 41.146861, Lng: -78.790389), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 14,121 (year 2008), Truck Traffic: 40%, Average Future Daily Traffic: 13,824 (year 2027), Design Load: H 15, Features Intersected: SR 219-US 219 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.389, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 17008009650125, Location: EXIT 97 DUBOIS INTER (Lat: 41.147472, Lng: -78.790953), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 13,341 (year 2008), Truck Traffic: 44%, Average Future Daily Traffic: 18,894 (year 2027), Design Load: H 15, Features Intersected: SR 219-US 219 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 17008009842208, Location: 2 MI E EXIT 97 (Lat: 41.141889, Lng: -78.746819), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 14,121 (year 2008), Truck Traffic: 40%, Average Future Daily Traffic: 21,190 (year 2027), Design Load: H 15, Features Intersected: T-399 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.590, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $266,000, Total Project Cost: $1,220,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 17008009852321, Location: 2 MI E EXIT 97 (Lat: 41.142333, Lng: -78.746567), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 14,030 (year 2008), Truck Traffic: 41%, Average Future Daily Traffic: 21,769 (year 2027), Design Load: H 15, Features Intersected: TOWNSHIP ROAD 399 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.581, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $310,000, Total Project Cost: $1,422,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric Find on map >>
Structure Number: 17008010100307, Location: EXIT 101 PENFIELD INTER (Lat: 41.129528, Lng: -78.708992), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 13,912 (year 2008), Truck Traffic: 40%, Average Future Daily Traffic: 17,912 (year 2027), Design Load: H 15, Features Intersected: SR 255/BUFFALO & PITT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.630, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $352,000, Total Project Cost: $1,615,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1700801010188, Location: ONE-HALF MI E EXIT 101 (Lat: 41.128000, Lng: -78.703661), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1989, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 13,912 (year 2008), Truck Traffic: 40%, Average Future Daily Traffic: 19,912 (year 2027), Design Load: H 15, Features Intersected: SANDY LICK CR/BUFF& PITT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.630, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: May 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 17008010110414, Location: EXIT 101 PENFIELD INTER (Lat: 41.129861, Lng: -78.708456), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 13,767 (year 2008), Truck Traffic: 41%, Average Future Daily Traffic: 26,814 (year 2027), Design Load: H 15, Features Intersected: SR 255/BUFFALO & PITT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.651, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $444,000, Total Project Cost: $2,036,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 17008010112001, Location: ONE-HALF MI E EXIT 101 (Lat: 41.128306, Lng: -78.703058), Route carried "on" structure: Interstate 80, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 13,767 (year 2008), Truck Traffic: 41%, Average Future Daily Traffic: 26,814 (year 2027), Design Load: H 15, Features Intersected: SANDY LICK CR/BUFF& PITT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.651, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.02m (26.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: May 2005, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $250,000, Total Project Cost: $1,023,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 170219083, Location: 1 MI S DUBOIS (Lat: 41.092500, Lng: -78.771422), Route carried "on" structure: US 219, Year Built: 1957, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,465 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 5,398 (year 2027), Design Load: H 15, Features Intersected: PENTZ RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.304, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2007, Underwater Inspection Date: August 2003 Find on map >>
Structure Number: 17021908500325, Location: DUBOIS (Lat: 41.108583, Lng: -78.771283), Route carried "on" structure: US 219, Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 11,311 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,457 (year 2027), Design Load: H 15, Features Intersected: PENTZ RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.027, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 10.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2007, Underwater Inspection Date: September 2003 Find on map >>
Structure Number: 17021909200709, Location: FALLS CREEK (Lat: 41.141056, Lng: -78.784047), Route carried "on" structure: US 219, Year Built: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,974 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 9,982 (year 2027), Design Load: H 15, Features Intersected: SLAB RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.480, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: September 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17021909210697, Location: FALLS CREEK (Lat: 41.140917, Lng: -78.784233), Route carried "on" structure: US 219, Year Built: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,945 (year 2008), Truck Traffic: 9%, Average Future Daily Traffic: 9,982 (year 2027), Design Load: H 15, Features Intersected: SLAB RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.476, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.9m (65.3ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: September 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17021909500486, Location: 3 MI N FALLS CREEK (Lat: 41.180056, Lng: -78.778108), Route carried "on" structure: US 219, Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,923 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 15,235 (year 2027), Design Load: H 15, Features Intersected: TRIB OF WOLF RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.144, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: September 2003, Bridge Improvement Cost: $26,000, Roadway Improvement Cost: $237,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170255008, Location: 2 MI SW SABULA (Lat: 41.136583, Lng: -78.696597), Route carried "on" structure: State highway 255, Year Built: 1939, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,070 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 10,464 (year 2027), Design Load: H 15, Features Intersected: NARROWS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.478, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: September 2003, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $250,000, Total Project Cost: $531,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 170255014, Location: SABULA (Lat: 41.166778, Lng: -78.662619), Route carried "on" structure: State highway 255, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,952 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 5,814 (year 2027), Design Load: H 15, Features Intersected: SANDY LICK CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.189, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: July 2003, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $237,000, Total Project Cost: $529,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17083000200628, Location: FALLS CREEK (Lat: 41.142333, Lng: -78.793800), Route carried "on" structure: State highway 830, Year Built: 1969, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 8,478 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 7,945 (year 2027), Design Load: H 15, Features Intersected: WOLF RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: June 2005, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $250,000, Total Project Cost: $541,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17083000203224, Location: FALLS CREEK (Lat: 41.140361, Lng: -78.785053), Route carried "on" structure: State highway 830, Year Built: 1969, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,478 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 7,945 (year 2027), Design Load: H 15, Features Intersected: SLAB RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.220, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: September 2003, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $250,000, Total Project Cost: $447,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 174015003, Location: 1 MI E EXIT 101 (Lat: 41.123583, Lng: -78.689119), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 370 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 503 (year 2027), Design Load: H 15, Features Intersected: SR 80-I 80, Facility Carried by Structure: SR 4015 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.791, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $250,000, Total Project Cost: $622,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 17401500601483, Location: 1 MI W SABULA (Lat: 41.140611, Lng: -78.683333), Route carried "on" structure: State highway , Year Built: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 370 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2027), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: SR 4015 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.650, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: October 2004 Find on map >>
Structure Number: 17401600100228, Location: OKLAHOMA (Lat: 41.105194, Lng: -78.714267), Route carried "on" structure: State highway , Year Built: 1938, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,321 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,408 (year 2028), Design Load: H 15, Features Intersected: LABORDE BR SANDY CREEK, Facility Carried by Structure: SR 4016 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2007, Underwater Inspection Date: March 2007, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $250,000, Total Project Cost: $690,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17401700200519, Location: OKLAHOMA (Lat: 41.118194, Lng: -78.731583), Route carried "on" structure: State highway , Year Built: 1967, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 12,682 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 15,933 (year 2027), Design Load: H 15, Features Intersected: SANDY LICK CREEK, Facility Carried by Structure: SR 4017 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2007, Underwater Inspection Date: May 2005, Bridge Improvement Cost: $33,000, Roadway Improvement Cost: $250,000, Total Project Cost: $444,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17722803500005, Location: 1900 FT SE OF PA 830 (Lat: 41.137417, Lng: -78.790444), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 675 (year 1985), Average Future Daily Traffic: 945 (year 2027), Design Load: H 15, Features Intersected: SANDY LICK CREEK, Facility Carried by Structure: T-350 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17722803720005, Location: 190FT SE OF SR 255 INTER (Lat: 41.123389, Lng: -78.718972), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 190 (year 1985), Average Future Daily Traffic: 238 (year 2027), Design Load: H 15, Features Intersected: SANDY LICK CREEK, Facility Carried by Structure: T-372 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Superstructure: Critical, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2005, Underwater Inspection Date: July 2005, Bridge Improvement Cost: $-1,000, Roadway Improvement Cost: $-1,000, Total Project Cost: $-1,000 Find on map >>
Structure Number: 17722803990005, Location: .25 MI NE OF END SR 4019 (Lat: 41.133333, Lng: -78.758333), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,000 (year 1985), Average Future Daily Traffic: 1,470 (year 2027), Design Load: HS 20, Features Intersected: CLEAR RUN, Facility Carried by Structure: T-399 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007 Find on map >>
Structure Number: 17722808540005, Location: 1.0 MI SW OF SR 255 INTER (Lat: 41.138333, Lng: -78.720000), Route carried "on" structure: City street , Year Built: 1915, Status: Closed, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1 (year 2000), Average Future Daily Traffic: 44 (year 2024), Features Intersected: NARROWS CREEK, Facility Carried by Structure: T-854 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Poor, Superstructure: Failed, Substructure: Failed, Channel: Fair, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $72,000, Total Project Cost: $243,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17722809150005, Location: 400 FT EAST OF SR 4014 (Lat: 41.093667, Lng: -78.707278), Route carried "on" structure: City street , Year Built: 1915, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 1985), Average Future Daily Traffic: 75 (year 2027), Design Load: H 15, Features Intersected: LUTHERSBURGBRSANDYLICKCR, Facility Carried by Structure: T-915 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2007, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $264,000, Total Project Cost: $619,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17008009640313, Location: EXIT 97 DUBOIS INTER (Lat: 41.146861, Lng: -78.790389), Route carried "under" structure: US 219, Year Built: 1967, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 4,462 (year 2007), Truck Traffic: 8%, Features Intersected: SR 219-US 219, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 71.164, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 17008009640313, Location: EXIT 97 DUBOIS INTER (Lat: 41.146861, Lng: -78.790389), Route carried "under" structure: US 219, Year Built: 1967, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 4,462 (year 2007), Truck Traffic: 8%, Features Intersected: SR 219-US 219, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 7.123, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 17008009650125, Location: EXIT 97 DUBOIS INTER (Lat: 41.147472, Lng: -78.790953), Route carried "under" structure: US 219, Year Built: 1967, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 4,462 (year 2007), Truck Traffic: 8%, Features Intersected: SR 219-US 219, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 4.73m (15.52ft), Kilometerpoint: 71.164, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 17008009650125, Location: EXIT 97 DUBOIS INTER (Lat: 41.147472, Lng: -78.790953), Route carried "under" structure: US 219, Year Built: 1967, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 4,462 (year 2007), Truck Traffic: 8%, Features Intersected: SR 219-US 219, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 4.73m (15.52ft), Kilometerpoint: 7.123, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 17008009842208, Location: 2 MI E EXIT 97 (Lat: 41.141889, Lng: -78.746819), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 3,850 (year 1984), Truck Traffic: 10%, Features Intersected: T-399, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 6.37m (20.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 17008009852321, Location: 2 MI E EXIT 97 (Lat: 41.142333, Lng: -78.746567), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,850 (year 1992), Truck Traffic: 1%, Features Intersected: TOWNSHIP ROAD 399, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 8.28m (27.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 15.2m (49.9ft) Find on map >>
Structure Number: 17008010100307, Location: EXIT 101 PENFIELD INTER (Lat: 41.129528, Lng: -78.708992), Route carried "under" structure: State highway 255, Year Built: 1967, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 16,875 (year 2008), Truck Traffic: 5%, Features Intersected: SR 255/BUFFALO & PITT, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 7.49m (24.57ft), Kilometerpoint: 3.933, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 17008010110414, Location: EXIT 101 PENFIELD INTER (Lat: 41.129861, Lng: -78.708456), Route carried "under" structure: State highway 255, Year Built: 1967, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,070 (year 2008), Truck Traffic: 15%, Features Intersected: SR 255/BUFFALO & PITT, Facility Carried by Structure: SR 80-I 80 Minimum Vertical Clearance: 7.59m (24.90ft), Kilometerpoint: 3.933, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 174015003, Location: 1 MI E EXIT 101 (Lat: 41.123583, Lng: -78.689119), Route carried "under" structure: Interstate 80, Year Built: 1969, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 13,912 (year 2008), Truck Traffic: 40%, Features Intersected: SR 80-I 80, Facility Carried by Structure: SR 4015 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 9.241, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 174015003, Location: 1 MI E EXIT 101 (Lat: 41.123583, Lng: -78.689119), Route carried "under" structure: Interstate 80, Year Built: 1969, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 13,767 (year 2008), Truck Traffic: 41%, Features Intersected: SR 80-I 80, Facility Carried by Structure: SR 4015 Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 9.255, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Discuss this city on our hugely popular Pennsylvania forum Back to: Sandy, PA, Pennsylvania, All US cities.
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