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

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Structure Number: 35105,  Location: SMITH & ROBINSON TWP. (Lat: 40.424836,  Lng: -80.358394),  Route carried "on" structure: State highway ,  Year Built: 1928,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 3,712 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,642 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE RACCOON RUN,  Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.390,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 70.1m (230.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $798,000

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Structure Number: 3512,  Location: SMITH TOWNSHIP (Lat: 40.423183,  Lng: -80.369756),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 2,857 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,589 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF RACCOON CREEK,  Facility Carried by Structure: SR 4007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.096,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 3513,  Location: SMITH TOWNSHIP (Lat: 40.383631,  Lng: -80.367725),  Route carried "on" structure: State highway ,  Year Built: 1947,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,856 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,785 (year 2032),  Design Load: H 20,  Features Intersected: BURGETTS FORK,  Facility Carried by Structure: SR 4012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.3 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: Somewhat better than minimum adequacy,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $64,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35151,  Location: SMITH TOWNSHIP (Lat: 40.357919,  Lng: -80.357275),  Route carried "on" structure: State highway ,  Year Built: 1948,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,404 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 771 (year 2032),  Design Load: H 15,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: SR 4017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.432,  Lanes on structure: 2,  Owner: State 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: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable 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),  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $64,000,  Deck Structure Type: Wood or Timber

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Structure Number: 35177,  Location: ROBINSON TOWNSHIP (Lat: 40.420169,  Lng: -80.349422),  Route carried "on" structure: State highway ,  Year Built: 1968,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 3,624 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,795 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0022,  Facility Carried by Structure: SR 4026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 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: 20.1m (65.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present minimum criteria,  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: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $588,000,  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: 35333,  Location: 300' WEST OF SR 4075 (Lat: 40.371192,  Lng: -80.364667),  Route carried "on" structure: City street T821,  Year Built: 1903,  Year Reconstructed: 2017,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 80 (year 1993),  Average Future Daily Traffic: 80 (year 2000),  Design Load: H 15,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: KEYS BRIDGE TR 719
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $394,000,  Deck Structure Type: Wood or Timber

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Structure Number: 35334,  Location: @ T843/T700 INTERSECTION (Lat: 40.403750,  Lng: -80.363361),  Route carried "on" structure: City street T320,  Year Built: 1889,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 15 (year 2016),  Average Future Daily Traffic: 15 (year 2016),  Design Load: HL 93,  Features Intersected: RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39927,  Location: HANOVER & SMITH TOWNSHIP (Lat: 40.421667,  Lng: -80.368333),  Route carried "on" structure: State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,712 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,642 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: SR 4004
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.040,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44377,  Location: 400' North of TR 861 (Lat: 40.437097,  Lng: -80.364375),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 65 (year 2019),  Average Future Daily Traffic: 65 (year 2039),  Design Load: HL 93,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: Raccoon Creek Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  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

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Structure Number: 57191,  Location: SMITH TOWNSHIP (Lat: 40.422583,  Lng: -80.370028),  Route carried "on" structure: State highway ,  Year Built: 2019,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 2,857 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,000 (year 2042),  Design Load: HL 93,  Features Intersected: US 22,  Facility Carried by Structure: SR 4007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.096,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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

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Structure Number: 34368,  Location: SMITH TOWNSHIP (Lat: 40.424156,  Lng: -80.364692),  Route carried "under" structure: US 22,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,097 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR 0022,  Facility Carried by Structure: TOWNSHIP ROAD 500
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 14.375,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 34368,  Location: SMITH TOWNSHIP (Lat: 40.424156,  Lng: -80.364692),  Route carried "under" structure: US 22,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 10,005 (year 2022),  Truck Traffic: 12%,  Features Intersected: SR 0022,  Facility Carried by Structure: TOWNSHIP ROAD 500
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 14.392,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 35177,  Location: ROBINSON TOWNSHIP (Lat: 40.420169,  Lng: -80.349422),  Route carried "under" structure: US 22,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,723 (year 2020),  Truck Traffic: 13%,  Features Intersected: SR 0022,  Facility Carried by Structure: SR 4026
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 15.430,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 35177,  Location: ROBINSON TOWNSHIP (Lat: 40.420169,  Lng: -80.349422),  Route carried "under" structure: US 22,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,465 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0022,  Facility Carried by Structure: SR 4026
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 15.548,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 57191,  Location: SMITH TOWNSHIP (Lat: 40.422583,  Lng: -80.370028),  Route carried "under" structure: US 22,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 10,005 (year 2022),  Truck Traffic: 12%,  Features Intersected: US 22,  Facility Carried by Structure: SR 4007
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.892,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 57191,  Location: SMITH TOWNSHIP (Lat: 40.422583,  Lng: -80.370028),  Route carried "under" structure: US 22,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 10,097 (year 2022),  Truck Traffic: 11%,  Features Intersected: US 22,  Facility Carried by Structure: SR 4007
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 13.864,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)