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

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Structure Number: 7009904740218,  Location: TYRONE BORO. (Lat: 40.668778,  Lng: -78.237139),  Route carried "on" structure: Interstate 99,  Year Built: 1975,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 18,131 (year 2008),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,208 (year 2022),  Design Load: H 15,  Features Intersected: RR, SR453 & 1012, J. RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.285,  Lanes on structure: 4,  Lanes under structure: 21,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 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: 23.2m (76.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 43.28m (141.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7045300900488,  Location: TYRONE BOROUGH (Lat: 40.671472,  Lng: -78.236411),  Route carried "on" structure: State highway 453,  Year Built: 1973,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 6,995 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,794 (year 2019),  Design Load: H 15,  Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.867,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 55.3 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 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70453014,  Location: TYRONE BORO. (Lat: 40.678833,  Lng: -78.251603),  Route carried "on" structure: State highway 453,  Year Built: 1941,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,806 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,351 (year 2023),  Design Load: H 15,  Features Intersected: SINK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.080,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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: Bituminous

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Structure Number: 7101200100253,  Location: TYRONE BORO. (Lat: 40.670250,  Lng: -78.237806),  Route carried "on" structure: State highway ,  Year Built: 1932,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,712 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,915 (year 2023),  Design Load: H 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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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

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Structure Number: 74027012,  Location: 0.4 MILE NORTH OF TR 453 (Lat: 40.680667,  Lng: -78.234428),  Route carried "on" structure: US 220B,  Year Built: 1910,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,208 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,911 (year 2023),  Features Intersected: BALD EAGLE CREEK,  Facility Carried by Structure: SR 4027/BUS US 220
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.235,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.99m (81.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $2,671,000,  Roadway Improvement Cost: $7,867,000,  Total Project Cost: $36,060,000

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Structure Number: 7402900303052,  Location: TYRONE BORO (Lat: 40.677806,  Lng: -78.246678),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,202 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,155 (year 2019),  Design Load: H 20,  Features Intersected: SINKING 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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Structural Evaluation: High priority of replacement,  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $197,000,  Total Project Cost: $495,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7740771223043,  Location: BOROUGH OF TYRONE (Lat: 40.672222,  Lng: -78.236222),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 188 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 235 (year 2025),  Design Load: H 15,  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: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 43.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $974,000,  Deck Structure Type: Open Grating

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Structure Number: 7740781414003,  Location: NORTH AVENUE,TYRONE BORO. (Lat: 40.677806,  Lng: -78.243361),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 92 (year 2007),  Average Future Daily Traffic: 118 (year 2027),  Features Intersected: SINKING 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: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  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: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  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: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  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

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Structure Number: 7740781613041,  Location: BOROUGH OF TYRONE (Lat: 40.669556,  Lng: -78.238806),  Route carried "on" structure: City street ,  Year Built: 1898,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 6,812 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 9,537 (year 2025),  Design Load: H 15,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7740782134001,  Location: RESERVOIR PARK,TYRONE (Lat: 40.682778,  Lng: -78.260833),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 25 (year 2007),  Average Future Daily Traffic: 3 (year 2027),  Design Load: H 15,  Features Intersected: SINKING 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: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present 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: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $660,000,  Deck Structure Type: Wood or Timber

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Structure Number: 78005001,  Location: TYRONE BORO. (Lat: 40.668889,  Lng: -78.237222),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 26.97m (88.48ft),  Average Daily Traffic: 4,481 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 50 (year 2022),  Design Load: H 15,  Features Intersected: NORFOLK;SR1012;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,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  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: June 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7800502500125,  Location: TYRONE BORO. (Lat: 40.669167,  Lng: -78.237500),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 37.49m (123.00ft),  Average Daily Traffic: 4,158 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 50 (year 2022),  Design Load: H 15,  Features Intersected: NORFOLK;SR1012,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,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  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: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.04m (124.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7009904740218,  Location: TYRONE BORO. (Lat: 40.668778,  Lng: -78.237139),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 2,712 (year 2008),  Truck Traffic: 5%,  Features Intersected: RR, SR453 & 1012, J. RIV,  Facility Carried by Structure: I-99 AND SR 8005
Minimum Vertical Clearance: 1.14m (3.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 7009904740218,  Location: TYRONE BORO. (Lat: 40.668778,  Lng: -78.237139),  Route carried "under" structure: State highway 453,  Year Built: 1975,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 3,768 (year 2007),  Truck Traffic: 5%,  Features Intersected: RR, SR453 & 1012, J. RIV,  Facility Carried by Structure: I-99 AND SR 8005
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 4.867,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 7009904740218,  Location: TYRONE BORO. (Lat: 40.668778,  Lng: -78.237139),  Route carried "under" structure: State highway 453,  Year Built: 1975,  Structure Length: 42.06m (137.99ft),  Average Daily Traffic: 3,227 (year 2007),  Truck Traffic: 5%,  Features Intersected: RR, SR453 & 1012, J. RIV,  Facility Carried by Structure: I-99 AND SR 8005
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 4.868,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 78005001,  Location: TYRONE BORO. (Lat: 40.668889,  Lng: -78.237222),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 26.97m (88.48ft),  Average Daily Traffic: 2,712 (year 2008),  Truck Traffic: 5%,  Features Intersected: NORFOLK;SR1012;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)

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Structure Number: 7800502500125,  Location: TYRONE BORO. (Lat: 40.669167,  Lng: -78.237500),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 37.49m (123.00ft),  Average Daily Traffic: 2,712 (year 2008),  Truck Traffic: 5%,  Features Intersected: NORFOLK;SR1012,L.JUN.RIV,  Facility Carried by Structure: SR 8005 @ EXIT 48
Minimum Vertical Clearance: 7.37m (24.18ft),  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)