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

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Structure Number: 11673,  Location: 1 MI E NEEDFUL (Lat: 41.015147,  Lng: -78.330150),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 371 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 447 (year 2041),  Design Load: HS 20,  Features Intersected: SR 80-I 80,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.615,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 64.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $889,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11912,  Location: 2.1 MI W OF SR 1009 INTER (Lat: 41.001086,  Lng: -78.264769),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10 (year 2021),  Average Future Daily Traffic: 19 (year 2041),  Design Load: HS 20,  Features Intersected: MORAVIAN RUN,  Facility Carried by Structure: T-697
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.5 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $507,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43541,  Location: MINERAL SPRINGS (Lat: 40.996533,  Lng: -78.360892),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 767 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 870 (year 2040),  Design Load: HL 93,  Features Intersected: ROARING RUN,  Facility Carried by Structure: SR 2027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 46553,  Location: 1200 FT EAST OF SR 970 (Lat: 41.030239,  Lng: -78.336836),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 100 (year 2020),  Average Future Daily Traffic: 135 (year 2040),  Design Load: HS 20,  Features Intersected: SULPHUR RUN,  Facility Carried by Structure: EGYPT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.6 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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 57262,  Location: 3 MI E EXIT 123 (Lat: 41.013333,  Lng: -78.293028),  Route carried "on" structure: Interstate 80,  Year Built: 2019,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 9,101 (year 2021),  Truck Traffic: 84%,  Average Future Daily Traffic: 14,000 (year 2041),  Design Load: HL 93,  Features Intersected: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.089,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 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: 37.3 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 57263,  Location: 3 MI E EXIT 123 (Lat: 41.014097,  Lng: -78.293125),  Route carried "on" structure: Interstate 80,  Year Built: 2019,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 9,914 (year 2021),  Truck Traffic: 90%,  Average Future Daily Traffic: 13,000 (year 2041),  Design Load: HL 93,  Features Intersected: SR 1012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.159,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 15.1m (49.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 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: 41.1 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 67809,  Location: EXIT 123 WOODLAND INTER (Lat: 41.020972,  Lng: -78.344739),  Route carried "on" structure: Interstate 80,  Year Built: 2020,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,101 (year 2021),  Truck Traffic: 84%,  Average Future Daily Traffic: 13,209 (year 2041),  Design Load: HL 93,  Features Intersected: SR 970- PA 970
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.271,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.5 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: 39.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 68559,  Location: EXIT 123 WOODLAND INTER (Lat: 41.021242,  Lng: -78.344556),  Route carried "on" structure: Interstate 80,  Year Built: 2021,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 9,914 (year 2021),  Truck Traffic: 90%,  Average Future Daily Traffic: 12,555 (year 2041),  Design Load: HL 93,  Features Intersected: SR 970- PA 970
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.411,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.7 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: 36.3 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  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: 11673,  Location: 1 MI E NEEDFUL (Lat: 41.015147,  Lng: -78.330150),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,101 (year 2021),  Truck Traffic: 84%,  Features Intersected: SR 80-I 80,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 43.890,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 11673,  Location: 1 MI E NEEDFUL (Lat: 41.015147,  Lng: -78.330150),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 9,914 (year 2021),  Truck Traffic: 90%,  Features Intersected: SR 80-I 80,  Facility Carried by Structure: SR 1012
Minimum Vertical Clearance: 6.33m (20.77ft),  Kilometerpoint: 43.990,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 57262,  Location: 3 MI E EXIT 123 (Lat: 41.013333,  Lng: -78.293028),  Route carried "under" structure: State highway ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 371 (year 2022),  Truck Traffic: 1%,  Features Intersected: SR 1012,  Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 12.978,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 57263,  Location: 3 MI E EXIT 123 (Lat: 41.014097,  Lng: -78.293125),  Route carried "under" structure: State highway ,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 371 (year 2022),  Truck Traffic: 1%,  Features Intersected: SR 1012,  Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 12.978,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 67809,  Location: EXIT 123 WOODLAND INTER (Lat: 41.020972,  Lng: -78.344739),  Route carried "under" structure: State highway 970,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 597 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 970- PA 970,  Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 1.933,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 68559,  Location: EXIT 123 WOODLAND INTER (Lat: 41.021242,  Lng: -78.344556),  Route carried "under" structure: State highway 970,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 597 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 970- PA 970,  Facility Carried by Structure: SR 80-I 80
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.933,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)