Bridge Statistics for Scotland, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 171ft / 52.3mTotal length
- $1,216,000Total costs
- 275,985Total average daily traffic
- 68,265Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Scotland
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 71960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 52000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 66.7%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 22.2%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 28.6%Excellent
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
Find on map >> Show street view
Structure Number: 17397, Location: 1 Mi. N. of Scotland (Lat: 39.980972, Lng: -77.569261), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 757 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,333 (year 2032), Design Load: HS 20, Features Intersected: I-81; SR 0081, Facility Carried by Structure: T613;Pine Stump Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $198,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 17397, Location: 1 Mi. N. of Scotland (Lat: 39.980972, Lng: -77.569261), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 757 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,333 (year 2032), Design Load: HS 20, Features Intersected: I-81; SR 0081, Facility Carried by Structure: T613;Pine Stump Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $67,000, Roadway Improvement Cost: $198,000, Total Project Cost: $908,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 17443, Location: 2.5 Mi. N. of PA-997 (Lat: 39.966450, Lng: -77.575683), Route carried "on" structure: State highway 696, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,593 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 2,234 (year 2032), Design Load: HS 20, Features Intersected: Phillaman Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 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: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 17443, Location: 2.5 Mi. N. of PA-997 (Lat: 39.966450, Lng: -77.575683), Route carried "on" structure: State highway 696, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,593 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 2,234 (year 2032), Design Load: HS 20, Features Intersected: Phillaman Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 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: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Find on map >> Show street view
Structure Number: 17464, Location: SCOTLAND BYPASS (Lat: 39.976961, Lng: -77.583553), Route carried "on" structure: State highway 997, Year Built: 1970, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 7,932 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,842 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.894, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 17464, Location: SCOTLAND BYPASS (Lat: 39.976961, Lng: -77.583553), Route carried "on" structure: State highway 997, Year Built: 1970, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 7,932 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,842 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.894, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 17483, Location: 0.75 M S SCOTLAND (Lat: 39.952889, Lng: -77.583567), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 4,465 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,682 (year 2032), Design Load: HS 20, Features Intersected: I-81; SR 0081, Facility Carried by Structure: SR 1003;Woodstock
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.552, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $179,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 17483, Location: 0.75 M S SCOTLAND (Lat: 39.952889, Lng: -77.583567), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 4,465 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,682 (year 2032), Design Load: HS 20, Features Intersected: I-81; SR 0081, Facility Carried by Structure: SR 1003;Woodstock
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.552, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Better than present minimum criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $179,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 17486, Location: 1MI W OF SCOTLAND (Lat: 39.965850, Lng: -77.602919), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,073 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,749 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RAIL, Facility Carried by Structure: SR 1004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.227, Lanes on structure: 2, Owner: State 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: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17486, Location: 1MI W OF SCOTLAND (Lat: 39.965850, Lng: -77.602919), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,073 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,749 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RAIL, Facility Carried by Structure: SR 1004
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.227, Lanes on structure: 2, Owner: State 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: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17487, Location: Near Scotland (Lat: 39.967167, Lng: -77.589694), Route carried "on" structure: State highway , Year Built: 1928, Year Reconstructed: 1986, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,073 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,749 (year 2032), Design Load: HS 25 or greater, Features Intersected: Conococheague Creek, Facility Carried by Structure: SR1004;Scotland Av
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 17487, Location: Near Scotland (Lat: 39.967167, Lng: -77.589694), Route carried "on" structure: State highway , Year Built: 1928, Year Reconstructed: 1986, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,073 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 2,749 (year 2032), Design Load: HS 25 or greater, Features Intersected: Conococheague Creek, Facility Carried by Structure: SR1004;Scotland Av
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $28,000, Total Project Cost: $129,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Find on map >> Show street view
Structure Number: 17652, Location: 4NE CHMBRSBRG/CONOCOCHG. (Lat: 39.979167, Lng: -77.615825), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 400 (year 1985), Average Future Daily Traffic: 854 (year 2030), Design Load: HS 25 or greater, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: SYCAMORE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17652, Location: 4NE CHMBRSBRG/CONOCOCHG. (Lat: 39.979167, Lng: -77.615825), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 400 (year 1985), Average Future Daily Traffic: 854 (year 2030), Design Load: HS 25 or greater, Features Intersected: CONOCOCHEAGUE CREEK, Facility Carried by Structure: SYCAMORE GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 41923, Location: 0.5 MI N. OF SCOTLAND (Lat: 39.972897, Lng: -77.573042), Route carried "on" structure: Interstate 81, Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 49,084 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 48,014 (year 2032), Design Load: HS 20, Features Intersected: MOUNTAIN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.125, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 41923, Location: 0.5 MI N. OF SCOTLAND (Lat: 39.972897, Lng: -77.573042), Route carried "on" structure: Interstate 81, Year Built: 2003, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 49,084 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 48,014 (year 2032), Design Load: HS 20, Features Intersected: MOUNTAIN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.125, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Find on map >> Show street view
Structure Number: 44278, Location: 0.3 MI NW OF SR 433 (Lat: 40.013617, Lng: -77.624542), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 250 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 335 (year 2029), Features Intersected: ROWE RUN, Facility Carried by Structure: T-597 NYESVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
Structure Number: 44278, Location: 0.3 MI NW OF SR 433 (Lat: 40.013617, Lng: -77.624542), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 250 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 335 (year 2029), Features Intersected: ROWE RUN, Facility Carried by Structure: T-597 NYESVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
Find on map >> Show street view
Structure Number: 45483, Location: 0.25mile S. of Scotland (Lat: 39.963372, Lng: -77.577858), Route carried "on" structure: State highway 997, Year Built: 2009, Year Reconstructed: 2011, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 7,932 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,842 (year 2032), Design Load: HL 93, Features Intersected: I-81; SR0081
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.927, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45483, Location: 0.25mile S. of Scotland (Lat: 39.963372, Lng: -77.577858), Route carried "on" structure: State highway 997, Year Built: 2009, Year Reconstructed: 2011, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 7,932 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 10,842 (year 2032), Design Load: HL 93, Features Intersected: I-81; SR0081
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.927, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 21.2m (69.6ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 46032, Location: 3.25 Mi n of 30 (Lat: 39.949819, Lng: -77.588844), Route carried "on" structure: Interstate 81, Year Built: 2010, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 24,570 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 29,067 (year 2032), Design Load: HL 93, Features Intersected: Conococheague
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46032, Location: 3.25 Mi n of 30 (Lat: 39.949819, Lng: -77.588844), Route carried "on" structure: Interstate 81, Year Built: 2010, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 24,570 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 29,067 (year 2032), Design Load: HL 93, Features Intersected: Conococheague
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 46033, Location: 3.25 mi n of 30 (Lat: 39.950039, Lng: -77.588975), Route carried "on" structure: Interstate 81, Year Built: 2010, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 24,933 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 30,589 (year 2032), Design Load: HL 93, Features Intersected: Conococheague
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46033, Location: 3.25 mi n of 30 (Lat: 39.950039, Lng: -77.588975), Route carried "on" structure: Interstate 81, Year Built: 2010, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 24,933 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 30,589 (year 2032), Design Load: HL 93, Features Intersected: Conococheague
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.810, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 17397, Location: 1 Mi. N. of Scotland (Lat: 39.980972, Lng: -77.569261), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,318 (year 2021), Truck Traffic: 36%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: T613;Pine Stump Rd
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 33.836, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 17397, Location: 1 Mi. N. of Scotland (Lat: 39.980972, Lng: -77.569261), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,318 (year 2021), Truck Traffic: 36%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: T613;Pine Stump Rd
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 33.836, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 17397, Location: 1 Mi. N. of Scotland (Lat: 39.980972, Lng: -77.569261), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,766 (year 2021), Truck Traffic: 34%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: T613;Pine Stump Rd
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 33.822, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 17397, Location: 1 Mi. N. of Scotland (Lat: 39.980972, Lng: -77.569261), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,766 (year 2021), Truck Traffic: 34%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: T613;Pine Stump Rd
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 33.822, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 17483, Location: 0.75 M S SCOTLAND (Lat: 39.952889, Lng: -77.583567), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,570 (year 2021), Truck Traffic: 18%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: SR 1003;Woodstock
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 30.581, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 17483, Location: 0.75 M S SCOTLAND (Lat: 39.952889, Lng: -77.583567), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,570 (year 2021), Truck Traffic: 18%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: SR 1003;Woodstock
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 30.581, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 17483, Location: 0.75 M S SCOTLAND (Lat: 39.952889, Lng: -77.583567), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,933 (year 2021), Truck Traffic: 19%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: SR 1003;Woodstock
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 30.602, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 17483, Location: 0.75 M S SCOTLAND (Lat: 39.952889, Lng: -77.583567), Route carried "under" structure: Interstate 81, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 24,933 (year 2021), Truck Traffic: 19%, Features Intersected: I-81; SR 0081, Facility Carried by Structure: SR 1003;Woodstock
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 30.602, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Find on map >> Show street view
Structure Number: 45483, Location: 0.25mile S. of Scotland (Lat: 39.963372, Lng: -77.577858), Route carried "under" structure: Interstate 81, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 24,766 (year 2021), Truck Traffic: 34%, Features Intersected: I-81; SR0081, Facility Carried by Structure: PA997; SR 997
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 31.416, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 45483, Location: 0.25mile S. of Scotland (Lat: 39.963372, Lng: -77.577858), Route carried "under" structure: Interstate 81, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 24,766 (year 2021), Truck Traffic: 34%, Features Intersected: I-81; SR0081, Facility Carried by Structure: PA997; SR 997
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 31.416, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Find on map >> Show street view
Structure Number: 45483, Location: 0.25mile S. of Scotland (Lat: 39.963372, Lng: -77.577858), Route carried "under" structure: Interstate 81, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 24,570 (year 2021), Truck Traffic: 18%, Features Intersected: I-81; SR0081, Facility Carried by Structure: PA997; SR 997
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 31.389, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 45483, Location: 0.25mile S. of Scotland (Lat: 39.963372, Lng: -77.577858), Route carried "under" structure: Interstate 81, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 24,570 (year 2021), Truck Traffic: 18%, Features Intersected: I-81; SR0081, Facility Carried by Structure: PA997; SR 997
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 31.389, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)