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

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Structure Number: 5071,  Location: KAUFFMAN RD.@ BERTLET MIL (Lat: 40.378414,  Lng: -75.774003),  Route carried "on" structure: State highway ,  Year Built: 1923,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 256 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 356 (year 2032),  Features Intersected: LITTLE MANATAWNY CREEK,  Facility Carried by Structure: SR 2024 (LR 06086)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8781,  Location: JOHNSTOWN,REAM PLACE (Lat: 40.309294,  Lng: -78.907489),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 51 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 63 (year 2041),  Design Load: HS 20,  Features Intersected: SOLOMON RUN,  Facility Carried by Structure: REAM PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 3.2m (10.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum 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: July 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $18,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 8791,  Location: DALE BORO.@ VON LUNEN ST. (Lat: 40.309897,  Lng: -78.906300),  Route carried "on" structure: City street ,  Year Built: 1987,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 550 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 688 (year 2040),  Design Load: HS 20,  Features Intersected: SOLOMON RUN,  Facility Carried by Structure: VON LUNEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9109,  Location: LUZERNE CO.LINE (Lat: 40.996842,  Lng: -75.760675),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,645 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,446 (year 2036),  Design Load: HS 20,  Features Intersected: LESLIE RUN,  Facility Carried by Structure: SR 4010(APPL 1012)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.637,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Satisfactory,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum 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

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Structure Number: 16951,  Location: GEORGES TOWNSHIP (Lat: 39.808289,  Lng: -79.767753),  Route carried "on" structure: State highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,457 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,665 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: GEORGE CREEK,  Facility Carried by Structure: SR 3029
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $69,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 23677,  Location: WHITE HAVN BO .5M W TR940 (Lat: 41.056672,  Lng: -75.790961),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 12,168 (year 2021),  Truck Traffic: 40%,  Average Future Daily Traffic: 12,496 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LINESVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.056,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $173,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 23678,  Location: WHITE HAVEN B .5M W TR940 (Lat: 41.057011,  Lng: -75.791286),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 12,150 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 12,854 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LINESVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.007,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $173,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 23955,  Location: W HAVEN BORO 200' S I-80 (Lat: 41.054111,  Lng: -75.775858),  Route carried "on" structure: State highway 940,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,498 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,704 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: LINESVILLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.153,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Poor,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $133,000

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Structure Number: 23956,  Location: WHITE HAVEN BOR OVER I-80 (Lat: 41.055000,  Lng: -75.780000),  Route carried "on" structure: State highway 940,  Year Built: 1966,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 5,498 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,704 (year 2033),  Design Load: HS 20,  Features Intersected: SR 0080 I-80 EB & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.153,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 76.2 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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $284,000,  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: 24168,  Location: FOSTER TWP 1.7M S SR 2046 (Lat: 41.008878,  Lng: -75.768736),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,640 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,451 (year 2033),  Design Load: HS 20,  Features Intersected: SANDY RUN,  Facility Carried by Structure: SR 2055
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.777,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $240,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 24169,  Location: FOSTER TWP 1.5M S SR 2046 (Lat: 41.010239,  Lng: -75.771353),  Route carried "on" structure: State highway ,  Year Built: 1959,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,640 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,451 (year 2032),  Design Load: HS 20,  Features Intersected: POND CREEK,  Facility Carried by Structure: SR 2055
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.574,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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 minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $334,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 23956,  Location: WHITE HAVEN BOR OVER I-80 (Lat: 41.055000,  Lng: -75.780000),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,840 (year 2020),  Truck Traffic: 28%,  Features Intersected: SR 0080 I-80 EB & WB,  Facility Carried by Structure: SR 0940 TR 940
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 40.649,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 23956,  Location: WHITE HAVEN BOR OVER I-80 (Lat: 41.055000,  Lng: -75.780000),  Route carried "under" structure: Interstate 80,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 15,543 (year 2020),  Truck Traffic: 30%,  Features Intersected: SR 0080 I-80 EB & WB,  Facility Carried by Structure: SR 0940 TR 940
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 40.699,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.0m (68.9ft)