Bridge Statistics for Bedford, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 41,  Location: 0.5 MI.W. OF CASHTOWN (Lat: 39.896028,  Lng: -77.366719),  Route carried "on" structure: US 30,  Year Built: 1948,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,337 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,274 (year 2032),  Design Load: HS 20,  Features Intersected: MARSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.874,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 60.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $351,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3968,  Location: OVER SR 4009 (Lat: 40.020878,  Lng: -78.501947),  Route carried "on" structure: US 30,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 13,085 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 18,076 (year 2032),  Design Load: HS 20,  Features Intersected: BUSINESS 220 (SR 4009)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.067,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $1,361,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 397,  Location: OVER SR 4010 (Lat: 40.018922,  Lng: -78.479694),  Route carried "on" structure: US 30,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 10.39m (34.09ft),  Average Daily Traffic: 6,449 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,809 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.797,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  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: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 62.6 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.00m (42.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $315,000,  Roadway Improvement Cost: $927,000,  Total Project Cost: $4,249,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3971,  Location: 0.6 MILE WEST OF TR 326 (Lat: 40.019867,  Lng: -78.480531),  Route carried "on" structure: US 30,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.49m (37.70ft),  Average Daily Traffic: 6,636 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,267 (year 2032),  Design Load: HS 20,  Features Intersected: RAYSTOWN BR.JUNIATA RIV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.846,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.8m (101.0ft),  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: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.40m (40.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3973,  Location: 16 FEET EAST OF TR 326 (Lat: 40.014553,  Lng: -78.472153),  Route carried "on" structure: US 30,  Year Built: 1935,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 18.26m (59.91ft),  Average Daily Traffic: 8,842 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,914 (year 2032),  Design Load: H 20,  Features Intersected: RAYSTOWN BR.JUNIATA RIV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.799,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 22.80m (74.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $1,715,000,  Total Project Cost: $7,860,000,  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: 4064,  Location: 1.9 MI. NORTH OF TURNPIKE (Lat: 40.075586,  Lng: -78.523772),  Route carried "on" structure: State highway ,  Year Built: 1971,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 1,025 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 834 (year 2032),  Design Load: HS 20,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: T494 COUNTRY RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 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: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $66,000,  Total Project Cost: $302,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 41,  Location: OVER SR 4010 (Lat: 40.022097,  Lng: -78.514825),  Route carried "on" structure: US 220,  Year Built: 1970,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 11,350 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 12,727 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4010 (PITT STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.269,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $1,542,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4104,  Location: 0.2 MI. SOUTH OF TURNPIKE (Lat: 40.047106,  Lng: -78.516889),  Route carried "on" structure: US 220,  Year Built: 1971,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 5,611 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,950 (year 2032),  Design Load: H 20,  Features Intersected: T705, JUN.RIV, RR GRADE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.111,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.40m (53.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $398,000,  Roadway Improvement Cost: $1,171,000,  Total Project Cost: $5,368,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4105,  Location: OVER PA TURNPIKE (Lat: 40.049897,  Lng: -78.517828),  Route carried "on" structure: US 220,  Year Built: 1971,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,611 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 5,950 (year 2032),  Design Load: H 20,  Features Intersected: I-70/I-76 PA TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.111,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $1,542,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4107,  Location: OVER PA TURNPIKE (Lat: 40.049892,  Lng: -78.518142),  Route carried "on" structure: US 220,  Year Built: 1971,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 5,739 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 6,777 (year 2032),  Design Load: H 20,  Features Intersected: I-70/I-76 PA TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.101,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $337,000,  Total Project Cost: $1,542,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4142,  Location: 1 MI.E.OF BEDFORD (Lat: 40.024247,  Lng: -78.477708),  Route carried "on" structure: State highway ,  Year Built: 1941,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 671 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,366 (year 2032),  Design Load: HL 93,  Features Intersected: DUNNING CREEK,  Facility Carried by Structure: SR 1001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.081,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 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: 32.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $344,000,  Total Project Cost: $1,577,000,  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: 418,  Location: .1 MI.E.OF BELDEN (Lat: 40.072533,  Lng: -78.500169),  Route carried "on" structure: State highway ,  Year Built: 1929,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 596 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 710 (year 2032),  Design Load: H 15,  Features Intersected: TRIB DUNNING CREEK,  Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 4181,  Location: 1 MI.E.OF BELDEN (Lat: 40.071369,  Lng: -78.491592),  Route carried "on" structure: State highway ,  Year Built: 1961,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 255 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 268 (year 2032),  Design Load: HS 20,  Features Intersected: DUNNINGS CREEK,  Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.550,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 87.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  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: 4189,  Location: 1.46 MILE E. FROM SR 1014 (Lat: 40.062361,  Lng: -78.482569),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 320 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 326 (year 2040),  Design Load: HS 20,  Features Intersected: DUNNING CREEK,  Facility Carried by Structure: T493 RABBIT LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.006,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Poor,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4334,  Location: 1.5 MI.S.OF BEDFORD (Lat: 40.007181,  Lng: -78.526569),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 402 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 595 (year 2032),  Design Load: HS 20,  Features Intersected: US 220,  Facility Carried by Structure: SR 3021
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.718,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 33.2m (108.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.19m (39.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $627,000,  Total Project Cost: $2,874,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4344,  Location: BEDFORD (Lat: 40.020453,  Lng: -78.501917),  Route carried "on" structure: Business US 220B,  Year Built: 1997,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 6,422 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,833 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RAYSTOWN BR JUNIATA RIV,  Facility Carried by Structure: SR 4009 (BUS 220)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.455,  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: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 4351,  Location: 0.1 MILE EAST OF SR 3021 (Lat: 40.019628,  Lng: -78.509481),  Route carried "on" structure: State highway ,  Year Built: 1961,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,540 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,539 (year 2040),  Design Load: HS 20,  Features Intersected: CUMBERLAND VALLEY RUN,  Facility Carried by Structure: SR 4010 (PITT ST.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.245,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $664,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 4352,  Location: 0.59 MILE WEST FROM US 30 (Lat: 40.017192,  Lng: -78.485894),  Route carried "on" structure: State highway ,  Year Built: 1936,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 7,108 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,098 (year 2032),  Design Load: HS 15,  Features Intersected: SHOBERS RUN,  Facility Carried by Structure: SR 4010
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.038,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 4423,  Location: BEDFORD INTERCHANGE (Lat: 40.050000,  Lng: -78.515000),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 30,600 (year 2004),  Truck Traffic: 35%,  Average Future Daily Traffic: 34,792 (year 2030),  Design Load: HS 20,  Features Intersected: RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 36 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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: September 2020,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $963,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4424,  Location: BEDFORD INTERCHANGE (Lat: 40.036667,  Lng: -78.501667),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 30,600 (year 2004),  Truck Traffic: 35%,  Average Future Daily Traffic: 33,600 (year 2012),  Design Load: HS 20,  Features Intersected: SR 4009 (LR 47)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 33.4m (109.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 59.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $187,000,  Total Project Cost: $855,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 4425,  Location: NEAR BEDFORD (Lat: 40.038353,  Lng: -78.501875),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 9%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-478
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4427,  Location: EAST OF BEDFORD (Lat: 40.017628,  Lng: -78.473461),  Route carried "on" structure: Interstate 70,  Year Built: 1939,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 14.81m (48.59ft),  Average Daily Traffic: 36,252 (year 2004),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,900 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: T-477, DUNNINGS CR.,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: 15.80m (51.84ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $377,000,  Roadway Improvement Cost: $1,109,000,  Total Project Cost: $5,085,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4429,  Location: NEAR HARTLEY (Lat: 40.011836,  Lng: -78.465278),  Route carried "on" structure: Interstate 76,  Year Built: 1940,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 17.50m (57.41ft),  Average Daily Traffic: 36,252 (year 2004),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,900 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: T-446, BR.JUNIATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.80m (61.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Critical Feature Inspection Date: August 2020,  Underwater Inspection Date: September 2018,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $1,081,000,  Total Project Cost: $4,955,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 4563,  Location: TURNPIKE INTERCHANGE (Lat: 40.055975,  Lng: -78.518481),  Route carried "on" structure: Ramp State highway ,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 3,347 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,050 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 8007 (EXIT 1)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 59.9 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $237,000,  Roadway Improvement Cost: $697,000,  Total Project Cost: $3,195,000,  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: 42427,  Location: 16'EAST OF PA 326 (Lat: 40.014361,  Lng: -78.471983),  Route carried "on" structure: US 30,  Year Built: 2004,  Status: Open,  Structure Length: 17.10m (56.10ft),  Average Daily Traffic: 8,966 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 12,782 (year 2032),  Design Load: HL 93,  Features Intersected: RAYSTOWN BR JUNIATI RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.788,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  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: 42977,  Location: WOLFSBURG (Lat: 40.046356,  Lng: -78.529442),  Route carried "on" structure: US 30,  Year Built: 2005,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 6,756 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,622 (year 2032),  Design Load: HL 93,  Features Intersected: RAYSTOWN BR.JUNIATA RIV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.128,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 45689,  Location: OVER US 30 (Lat: 40.012719,  Lng: -78.467875),  Route carried "on" structure: Interstate 76,  Year Built: 2004,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 36,252 (year 2004),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,900 (year 2030),  Design Load: HL 93,  Features Intersected: SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  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: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 46298,  Location: BEDFORD BOROUGH (Lat: 40.013989,  Lng: -78.494633),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,369 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,711 (year 2040),  Design Load: HL 93,  Features Intersected: SHOBERS RUN,  Facility Carried by Structure: WATSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 3963,  Location: OVER US 220 (Lat: 40.025931,  Lng: -78.513558),  Route carried "under" structure: US 220,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,611 (year 2020),  Truck Traffic: 23%,  Features Intersected: US 220,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 38.727,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 3963,  Location: OVER US 220 (Lat: 40.025931,  Lng: -78.513558),  Route carried "under" structure: US 220,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,739 (year 2020),  Truck Traffic: 21%,  Features Intersected: US 220,  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 38.726,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

Find on map >>   Show street view

Structure Number: 3968,  Location: OVER SR 4009 (Lat: 40.020878,  Lng: -78.501947),  Route carried "under" structure: Business US 220B,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,422 (year 2020),  Truck Traffic: 9%,  Features Intersected: BUSINESS 220 (SR 4009),  Facility Carried by Structure: US 30
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 9.455,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.9m (62.0ft)

Find on map >>   Show street view

Structure Number: 397,  Location: OVER SR 4010 (Lat: 40.018922,  Lng: -78.479694),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 3,583 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 4010,  Facility Carried by Structure: US 30 EBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 5.087,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 397,  Location: OVER SR 4010 (Lat: 40.018922,  Lng: -78.479694),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 3,525 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR 4010,  Facility Carried by Structure: US 30 EBL
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 5.066,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 4064,  Location: 1.9 MI. NORTH OF TURNPIKE (Lat: 40.075586,  Lng: -78.523772),  Route carried "under" structure: Interstate 99,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,357 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: T494 COUNTRY RIDGE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 4064,  Location: 1.9 MI. NORTH OF TURNPIKE (Lat: 40.075586,  Lng: -78.523772),  Route carried "under" structure: Interstate 99,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,618 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: T494 COUNTRY RIDGE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.592,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

Find on map >>   Show street view

Structure Number: 41,  Location: OVER SR 4010 (Lat: 40.022097,  Lng: -78.514825),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 6,053 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 4010 (PITT STREET),  Facility Carried by Structure: US 220
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.873,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.2m (53.1ft)

Find on map >>   Show street view

Structure Number: 4104,  Location: 0.2 MI. SOUTH OF TURNPIKE (Lat: 40.047106,  Lng: -78.516889),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 1985),  Features Intersected: T705, JUN.RIV, RR GRADE,  Facility Carried by Structure: US 220 (NBL)
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>   Show street view

Structure Number: 4105,  Location: OVER PA TURNPIKE (Lat: 40.049897,  Lng: -78.517828),  Route carried "under" structure: Interstate 76,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 1993),  Features Intersected: I-70/I-76 PA TURNPIKE,  Facility Carried by Structure: US 220 (NBL)
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>   Show street view

Structure Number: 4106,  Location: 0.2 MI. SOUTH OF TURNPIKE (Lat: 40.047125,  Lng: -78.517225),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 1985),  Features Intersected: T705,BR.JUN.R,ABN.RAILRD,  Facility Carried by Structure: US 220 (SBL)
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

Find on map >>   Show street view

Structure Number: 4107,  Location: OVER PA TURNPIKE (Lat: 40.049892,  Lng: -78.518142),  Route carried "under" structure: Interstate 76,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 1997),  Features Intersected: I-70/I-76 PA TURNPIKE,  Facility Carried by Structure: US 220 (SBL)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

Find on map >>   Show street view

Structure Number: 4334,  Location: 1.5 MI.S.OF BEDFORD (Lat: 40.007181,  Lng: -78.526569),  Route carried "under" structure: US 220,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,299 (year 2022),  Truck Traffic: 28%,  Features Intersected: US 220,  Facility Carried by Structure: SR 3021
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 36.262,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

Find on map >>   Show street view

Structure Number: 4423,  Location: BEDFORD INTERCHANGE (Lat: 40.050000,  Lng: -78.515000),  Route carried "under" structure: Ramp Other road 76,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 5,024 (year 1993),  Truck Traffic: 24%,  Features Intersected: RAMPS
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 4424,  Location: BEDFORD INTERCHANGE (Lat: 40.036667,  Lng: -78.501667),  Route carried "under" structure: US 220B,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 6,422 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 4009 (LR 47),  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 12.806,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

Find on map >>   Show street view

Structure Number: 4425,  Location: NEAR BEDFORD (Lat: 40.038353,  Lng: -78.501875),  Route carried "under" structure: Interstate 76,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 33,684 (year 2001),  Truck Traffic: 36%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-478
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.5m (86.9ft)

Find on map >>   Show street view

Structure Number: 4426,  Location: E OF BEDFORD @ CHALYBEATE (Lat: 40.020000,  Lng: -78.475000),  Route carried "under" structure: State highway ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 671 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 1001, LR 05042,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 1.474,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 6.7m (22.0ft)

Find on map >>   Show street view

Structure Number: 4427,  Location: EAST OF BEDFORD (Lat: 40.017628,  Lng: -78.473461),  Route carried "under" structure: City street ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-477, DUNNINGS CR.,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.20m (13.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.3m (96.1ft)

Find on map >>   Show street view

Structure Number: 4429,  Location: NEAR HARTLEY (Lat: 40.011836,  Lng: -78.465278),  Route carried "under" structure: City street ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-446, BR.JUNIATA,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.62m (18.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.1m (125.0ft)

Find on map >>   Show street view

Structure Number: 4563,  Location: TURNPIKE INTERCHANGE (Lat: 40.055975,  Lng: -78.518481),  Route carried "under" structure: Interstate 99,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,357 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 8007 (EXIT 1)
Minimum Vertical Clearance: 5.21m (17.09ft),  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: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 4563,  Location: TURNPIKE INTERCHANGE (Lat: 40.055975,  Lng: -78.518481),  Route carried "under" structure: US 220,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,611 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 8007 (EXIT 1)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 41.111,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.6m (84.0ft)

Find on map >>   Show street view

Structure Number: 4563,  Location: TURNPIKE INTERCHANGE (Lat: 40.055975,  Lng: -78.518481),  Route carried "under" structure: US 220,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,739 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-99 / US 220,  Facility Carried by Structure: SR 8007 (EXIT 1)
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 41.101,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 25.6m (84.0ft)