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

Find on map >>   Show street view

Structure Number: 5611,  Location: TYRONE BOROUGH (Lat: 40.669433,  Lng: -78.236478),  Route carried "on" structure: Interstate 99,  Year Built: 1975,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 22,001 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 28,411 (year 2032),  Design Load: HS 20,  Features Intersected: SR453 & 1012, RR, J. RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.240,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 57.2 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: 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: 43.30m (142.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 5634,  Location: 1.25 MI.E.OF TYRONE (Lat: 40.661564,  Lng: -78.216567),  Route carried "on" structure: State highway 453,  Year Built: 1937,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 5,508 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 6,925 (year 2032),  Design Load: H 15,  Features Intersected: SR 1015 & L. JUNIATA RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.889,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $670,000,  Total Project Cost: $3,072,000,  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: 5637,  Location: TYRONE BOROUGH (Lat: 40.671539,  Lng: -78.236597),  Route carried "on" structure: State highway 453,  Year Built: 1973,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 6,442 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,645 (year 2032),  Design Load: HS 20,  Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.867,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 5642,  Location: TYRONE BOROUGH (Lat: 40.678789,  Lng: -78.251717),  Route carried "on" structure: State highway 453,  Year Built: 1941,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,548 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,003 (year 2032),  Design Load: HL 93,  Features Intersected: SINK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.091,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 55.7 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: 39.5 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $927,000,  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: 5695,  Location: TYRONE BOROUGH (Lat: 40.670250,  Lng: -78.237381),  Route carried "on" structure: State highway ,  Year Built: 1933,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,246 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,761 (year 2032),  Design Load: HS 15,  Features Intersected: BALD EAGLE CREEK,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $989,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 5873,  Location: 1.2 MILE SOUTH OF TR 453 (Lat: 40.663297,  Lng: -78.253953),  Route carried "on" structure: US 220B,  Year Built: 1940,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 6,805 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,825 (year 2032),  Design Load: H 20,  Features Intersected: HUTCHINSON RUN,  Facility Carried by Structure: SR 4027/BUS US 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.996,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,340,000,  Roadway Improvement Cost: $3,947,000,  Total Project Cost: $18,090,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5874,  Location: 0.8 MILE SOUTH OF TR 453 (Lat: 40.665414,  Lng: -78.247222),  Route carried "on" structure: US 220B,  Year Built: 1974,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,805 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,825 (year 2032),  Features Intersected: SCHELL RUN,  Facility Carried by Structure: SR 4027/BUS US 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.367,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 52.6 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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

Find on map >>   Show street view

Structure Number: 5886,  Location: 4.5 MI.N.OF TYRONE (Lat: 40.692278,  Lng: -78.241025),  Route carried "on" structure: State highway ,  Year Built: 1936,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 235 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 266 (year 2032),  Design Load: HL 93,  Features Intersected: VANSCOYOC RUN,  Facility Carried by Structure: T527 DECKER HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 90.7 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $610,000,  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: 5887,  Location: 1 MI.W.OF BALD EAGLE (Lat: 40.732750,  Lng: -78.240603),  Route carried "on" structure: State highway ,  Year Built: 1915,  Year Reconstructed: 1967,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 235 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 266 (year 2032),  Design Load: HS 20,  Features Intersected: VANSCOYOC RUN,  Facility Carried by Structure: T527 DECKER HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.301,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $700,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 5952,  Location: .3 MI.SE.OF TYRONE (Lat: 40.666086,  Lng: -78.228647),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1963,  Status: Posted for load,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 17 (year 2021),  Average Future Daily Traffic: 24 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE JUNIATA RIVER,  Facility Carried by Structure: T551,PLUMMER HOLLO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Open Grating

Find on map >>   Show street view

Structure Number: 5954,  Location: 100 FT WEST OF T-515 (Lat: 40.667417,  Lng: -78.260528),  Route carried "on" structure: City street ,  Year Built: 1974,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 104 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 133 (year 2040),  Design Load: H 20,  Features Intersected: HUTCHINSON RUN,  Facility Carried by Structure: T617,DOGWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 68.9 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  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: 5999,  Location: BOROUGH OF TYRONE (Lat: 40.672225,  Lng: -78.236128),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 276 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 305 (year 2040),  Design Load: HL 93,  Features Intersected: BALD EAGLE CREEK,  Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 65.8 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: 50.5 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $974,000,  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: 6001,  Location: NORTH AVENUE,TYRONE BORO. (Lat: 40.677872,  Lng: -78.243383),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 92 (year 2021),  Average Future Daily Traffic: 118 (year 2041),  Features Intersected: SINK RUN,  Facility Carried by Structure: NORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $252,000,  Total Project Cost: $603,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 6002,  Location: BOROUGH OF TYRONE (Lat: 40.669797,  Lng: -78.238664),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 3,406 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,537 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE JUNIATA RIVER,  Facility Carried by Structure: PENNSYLVANIA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 6003,  Location: PARK AVENUE,TYRONE (Lat: 40.664739,  Lng: -78.246708),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 420 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 538 (year 2040),  Features Intersected: SCHELL RUN,  Facility Carried by Structure: PARK AVENUE
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Good,  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: Better than present minimum criteria,  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: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 6004,  Location: RESERVOIR PARK,TYRONE (Lat: 40.680553,  Lng: -78.255572),  Route carried "on" structure: City street ,  Year Built: 1987,  Year Reconstructed: 1988,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25 (year 2021),  Average Future Daily Traffic: 3 (year 2041),  Design Load: HS 20,  Features Intersected: SINK RUN,  Facility Carried by Structure: UPPER RES.PARK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 3.2m (10.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $660,000,  Deck Structure Type: Wood or Timber

Find on map >>   Show street view

Structure Number: 6016,  Location: TYRONE BOROUGH (Lat: 40.668456,  Lng: -78.237439),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 27.04m (88.71ft),  Average Daily Traffic: 3,242 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,980 (year 2032),  Design Load: HS 20,  Features Intersected: SR1012;NORFOLK;L.JUN.RIV,  Facility Carried by Structure: SR 8005 @ EXIT 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 55.8m (183.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.40m (89.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 6017,  Location: TYRONE BOROUGH (Lat: 40.669411,  Lng: -78.236947),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 37.52m (123.10ft),  Average Daily Traffic: 4,236 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,112 (year 2032),  Design Load: HS 20,  Features Intersected: SR1012,NORFOLK,L.JUN.RIV,  Facility Carried by Structure: SR 8005 @ EXIT 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 1,  Length of Maximum Span: 52.1m (170.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.00m (124.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 6844,  Location: 1MI.N.EDDINGTON 42B12 (Lat: 40.094378,  Lng: -74.918017),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 44,372 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 48,073 (year 2032),  Design Load: HS 20,  Features Intersected: MAPLE AVENUE (T454)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.442,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $429,000,  Total Project Cost: $1,137,000,  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: 47315,  Location: 0.61 MILE W, FROM PA 453 (Lat: 40.659697,  Lng: -78.217797),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 60 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 106 (year 2032),  Design Load: HL 93,  Features Intersected: LITTLE JUNIATA RIVER,  Facility Carried by Structure: SR 1014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 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: 34.3 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  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: 54099,  Location: TYRONE BOROUGH (Lat: 40.689481,  Lng: -78.236133),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,722 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,820 (year 2032),  Design Load: HL 93,  Features Intersected: DECKER RUN,  Facility Carried by Structure: ADAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.165,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 52.2 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 desirable 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: April 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 6844,  Location: 290 FT SOUTH OF SR 453 (Lat: 40.677883,  Lng: -78.246333),  Route carried "on" structure: State highway ,  Year Built: 2021,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,580 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,499 (year 2032),  Design Load: HL 93,  Features Intersected: SINK RUN,  Facility Carried by Structure: SR 4029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.539,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 42.4 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

Find on map >>   Show street view

Structure Number: 5611,  Location: TYRONE BOROUGH (Lat: 40.669433,  Lng: -78.236478),  Route carried "under" structure: State highway 453,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,994 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR453 & 1012, RR, J. RIV,  Facility Carried by Structure: I-99 AND SR 8005
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 4.867,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

Find on map >>   Show street view

Structure Number: 5611,  Location: TYRONE BOROUGH (Lat: 40.669433,  Lng: -78.236478),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,246 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR453 & 1012, RR, J. RIV,  Facility Carried by Structure: I-99 AND SR 8005
Minimum Vertical Clearance: 11.15m (36.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

Find on map >>   Show street view

Structure Number: 5611,  Location: TYRONE BOROUGH (Lat: 40.669433,  Lng: -78.236478),  Route carried "under" structure: State highway 453,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,448 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR453 & 1012, RR, J. RIV,  Facility Carried by Structure: I-99 AND SR 8005
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.868,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

Find on map >>   Show street view

Structure Number: 5634,  Location: 1.25 MI.E.OF TYRONE (Lat: 40.661564,  Lng: -78.216567),  Route carried "under" structure: State highway ,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 824 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 1015 & L. JUNIATA RIV,  Facility Carried by Structure: PA 453
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 10.474,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

Find on map >>   Show street view

Structure Number: 6016,  Location: TYRONE BOROUGH (Lat: 40.668456,  Lng: -78.237439),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,246 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR1012;NORFOLK;L.JUN.RIV,  Facility Carried by Structure: SR 8005 @ EXIT 48
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.8m (183.1ft)

Find on map >>   Show street view

Structure Number: 6017,  Location: TYRONE BOROUGH (Lat: 40.669411,  Lng: -78.236947),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,246 (year 2021),  Truck Traffic: 4%,  Features Intersected: SR1012,NORFOLK,L.JUN.RIV,  Facility Carried by Structure: SR 8005 @ EXIT 48
Minimum Vertical Clearance: 7.24m (23.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)