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

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Structure Number: 3477,  Location: ALIQUIPPA OVER SR 3016 (Lat: 40.619031,  Lng: -80.243631),  Route carried "on" structure: State highway 51,  Year Built: 1963,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 8,304 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,984 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3016-FRANKLIN AVENUE,  Facility Carried by Structure: CONSTITUTION BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.625,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $537,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3508,  Location: OVER CLOSED SR 3024 (Lat: 40.578542,  Lng: -80.289619),  Route carried "on" structure: Interstate 376,  Year Built: 1969,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 16,582 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,261 (year 2032),  Design Load: HS 20,  Features Intersected: CLOSED SR 3024
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.677,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $540,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3509,  Location: I376 WB O/GREEN GARDEN RD (Lat: 40.600842,  Lng: -80.299033),  Route carried "on" structure: Interstate 376,  Year Built: 1969,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 16,688 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,656 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3016-GREEN GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.243,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  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: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $329,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3511,  Location: INTER. OF GREENGARDENRD (Lat: 40.600914,  Lng: -80.299411),  Route carried "on" structure: Interstate 376,  Year Built: 1969,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 16,582 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 11,261 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3016-GREEN GARDEN RD,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.309,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $1,016,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3512,  Location: 600' N OF ALIQ INTER (Lat: 40.603933,  Lng: -80.302158),  Route carried "on" structure: Interstate 376,  Year Built: 1969,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 14,710 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,050 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3013,RACCOON CREEK,  Facility Carried by Structure: BEAVER VALLEY EXPY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.392,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3514,  Location: 1 MI N OF ALIQUIPPA INT (Lat: 40.609031,  Lng: -80.314142),  Route carried "on" structure: Interstate 376,  Year Built: 1969,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 14,710 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,050 (year 2032),  Design Load: HS 20,  Features Intersected: RELOCATED RACCOON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.603,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $468,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3515,  Location: 1.5 MI N OF SR 3016 (Lat: 40.611625,  Lng: -80.318317),  Route carried "on" structure: Interstate 376,  Year Built: 1969,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 14,710 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 15,050 (year 2032),  Design Load: HS 20,  Features Intersected: BUNKER HILL ROAD,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.813,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $545,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3689,  Location: @ INTER W/ SR 3016 (Lat: 40.614942,  Lng: -80.259978),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,357 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,553 (year 2032),  Design Load: HS 20,  Features Intersected: LOGTOWN RUN,  Facility Carried by Structure: SHEFFIELD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to 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: April 2021

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Structure Number: 3704,  Location: 300'E.OF INTER.W/TR60 (Lat: 40.601358,  Lng: -80.297631),  Route carried "on" structure: State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 14,230 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,639 (year 2032),  Design Load: HS 20,  Features Intersected: TRAMPMILL RUN,  Facility Carried by Structure: GREEN GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.699,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 22 degrees,  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: 99.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 3707,  Location: 1000 FT SW OF SR 3001 (Lat: 40.612431,  Lng: -80.261892),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,039 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,678 (year 2032),  Design Load: HS 20,  Features Intersected: LOGTOWN RUN,  Facility Carried by Structure: KENNEDY BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.246,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 93.4 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: High priority of corrective action,  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: April 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3714,  Location: INTERSECTION WITH SR 3020 (Lat: 40.578367,  Lng: -80.340481),  Route carried "on" structure: State highway ,  Year Built: 1900,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 206 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 534 (year 2032),  Design Load: HS 20,  Features Intersected: SERVICE CREEK,  Facility Carried by Structure: CLEARVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.763,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $76,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 3892,  Location: 302002 WEST ALIQ (RAMP G) (Lat: 40.639533,  Lng: -80.243758),  Route carried "on" structure: Ramp State highway ,  Year Built: 1961,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 22.13m (72.60ft),  Average Daily Traffic: 124 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 135 (year 2035),  Design Load: HS 20,  Features Intersected: CSX,A&S,MAIN AV&MAPLE,  Facility Carried by Structure: RAMP-G RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 5,  Length of Maximum Span: 45.1m (148.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.60m (77.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $311,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4883,  Location: 2 MI.E.OF JACKSONWALD (Lat: 40.322767,  Lng: -75.817331),  Route carried "on" structure: State highway 562,  Year Built: 1926,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,910 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,488 (year 2032),  Design Load: HS 20,  Features Intersected: OWATIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.052,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $144,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 7307,  Location: NEWTOWN & YARDLEY 32F12 (Lat: 40.235489,  Lng: -74.896269),  Route carried "on" structure: State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 8,095 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,837 (year 2032),  Design Load: HS 20,  Features Intersected: CORE CREEK,  Facility Carried by Structure: LINDENHURST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.606,  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 - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10916,  Location: GREENVILLE PIKE NO.1 (Lat: 41.176708,  Lng: -79.348478),  Route carried "on" structure: State highway 66,  Year Built: 1965,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 6,478 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,526 (year 2032),  Design Load: HS 20,  Features Intersected: SR0080 EB & BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.818,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $1,151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12889,  Location: WEST MEAD TOWNSHIP (Lat: 41.640000,  Lng: -80.156667),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 212 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 289 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 6,FRENCH CK.PWY.,  Facility Carried by Structure: SR 2101,TERRACE ST
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: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $431,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 19714,  Location: STUMP CREEK NO.3 (Lat: 41.034903,  Lng: -78.820831),  Route carried "on" structure: State highway ,  Year Built: 1938,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 201 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 268 (year 2032),  Features Intersected: STUMP CREEK,  Facility Carried by Structure: SR2012
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $268,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 21746,  Location: 0.2 MI.E. OF T.R. 72 (Lat: 40.223217,  Lng: -76.425467),  Route carried "on" structure: State highway ,  Year Built: 1920,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 894 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 943 (year 2032),  Design Load: H 15,  Features Intersected: CHICKIES CREEK,  Facility Carried by Structure: SR4032 Mountain Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.140,  Lanes on structure: 2,  Owner: State 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: 7.3m (24.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $324,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 23462,  Location: MOSSERVILLE (Lat: 40.694417,  Lng: -75.763569),  Route carried "on" structure: City street ,  Year Built: 1834,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 1980),  Truck Traffic: 1%,  Average Future Daily Traffic: 140 (year 2000),  Design Load: HS 20+Mod,  Features Intersected: ONTELAUNEE CREEK,  Facility Carried by Structure: SPRINGHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 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: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $13,000

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Structure Number: 23546,  Location: NEAR EMMAUS BOROUGH (Lat: 40.531033,  Lng: -75.520169),  Route carried "on" structure: State highway ,  Year Built: 1955,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 1,079 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,867 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-476),  Facility Carried by Structure: SR 2018, LR39026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.873,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 27375,  Location: N. OF T-PIKE 31A5/3257H9 (Lat: 40.131422,  Lng: -75.201867),  Route carried "on" structure: State highway 309,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 51,390 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 67,664 (year 2032),  Design Load: HL 93,  Features Intersected: BRANCH OF SANDY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.120,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 3356,  Location: 2.5 MI NE OF HARTLETON (Lat: 40.923281,  Lng: -77.128331),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 307 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 360 (year 2032),  Design Load: H 20,  Features Intersected: OVER BUFFALO CREEK,  Facility Carried by Structure: SR 3005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.722,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 44029,  Location: INT W/ TODD ROAD (Lat: 40.600000,  Lng: -80.301667),  Route carried "on" structure: State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 8,198 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,000 (year 2033),  Design Load: HS 20,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: GREEN GARDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.448,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior 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: April 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: 46918,  Location: SR 3013 INTERSECTION (Lat: 40.573333,  Lng: -80.307222),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 304 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: HL 93,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: TANK FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.122,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.2 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: 39.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 52619,  Location: 1350' EAST OF SR 3022 (Lat: 40.577625,  Lng: -80.337422),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 275 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 400 (year 2035),  Design Load: HL 93,  Features Intersected: SERVICE CREEK,  Facility Carried by Structure: SERVICE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 51.8 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: 38.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 54057,  Location: 0.5 MI.SOUTH OF SR 3007 (Lat: 40.595208,  Lng: -80.280292),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,592 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,613 (year 2037),  Design Load: HL 93,  Features Intersected: TRAMPMILL RUN CREEK,  Facility Carried by Structure: KANE RD (SR 3009)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.212,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Good,  Culverts: 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: 36.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3477,  Location: ALIQUIPPA OVER SR 3016 (Lat: 40.619031,  Lng: -80.243631),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,351 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 3016-FRANKLIN AVENUE,  Facility Carried by Structure: CONSTITUTION BL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 18.577,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 3507,  Location: 1.6 MI S OF GREENGARDEN R (Lat: 40.578533,  Lng: -80.289339),  Route carried "under" structure: State highway 3024,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2011),  Truck Traffic: 6%,  Features Intersected: BRYSON ROAD,  Facility Carried by Structure: BEAVER VALLEY EXPY
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 3508,  Location: OVER CLOSED SR 3024 (Lat: 40.578542,  Lng: -80.289619),  Route carried "under" structure: State highway 3024,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 6%,  Features Intersected: CLOSED SR 3024,  Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 7.42m (24.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3509,  Location: I376 WB O/GREEN GARDEN RD (Lat: 40.600842,  Lng: -80.299033),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,230 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 3016-GREEN GARDEN RD,  Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 13.699,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 3509,  Location: I376 WB O/GREEN GARDEN RD (Lat: 40.600842,  Lng: -80.299033),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 3016-GREEN GARDEN RD,  Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 13.699,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 3511,  Location: INTER. OF GREENGARDENRD (Lat: 40.600914,  Lng: -80.299411),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 3016-GREEN GARDEN RD,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 13.699,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 3511,  Location: INTER. OF GREENGARDENRD (Lat: 40.600914,  Lng: -80.299411),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 7,230 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 3016-GREEN GARDEN RD,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 13.699,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 3512,  Location: 600' N OF ALIQ INTER (Lat: 40.603933,  Lng: -80.302158),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 919 (year 2021),  Truck Traffic: 25%,  Features Intersected: SR 3013,RACCOON CREEK,  Facility Carried by Structure: BEAVER VALLEY EXPY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 7.424,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 3513,  Location: 600'N.OF ALIQ.INTERCH. (Lat: 40.604042,  Lng: -80.302706),  Route carried "under" structure: State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 919 (year 2021),  Truck Traffic: 25%,  Features Intersected: SR 3013,RACCOON CREEK,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 7.424,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 3515,  Location: 1.5 MI N OF SR 3016 (Lat: 40.611625,  Lng: -80.318317),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 1991),  Truck Traffic: 1%,  Features Intersected: BUNKER HILL ROAD,  Facility Carried by Structure: BEAVER VALLEY EX
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 3517,  Location: 1.5 MI N OF SR 3016 (Lat: 40.611892,  Lng: -80.318881),  Route carried "under" structure: City street ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 1991),  Truck Traffic: 1%,  Features Intersected: BUNKER HILL ROAD,  Facility Carried by Structure: BEAVER VALLEY EXPY
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 3518,  Location: TWP.RD.625 OVER TR 60 (Lat: 40.600789,  Lng: -80.316631),  Route carried "under" structure: Interstate 376,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,678 (year 2021),  Truck Traffic: 13%,  Features Intersected: BEAVER VALLEY EX.,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 15.630,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 3518,  Location: TWP.RD.625 OVER TR 60 (Lat: 40.600789,  Lng: -80.316631),  Route carried "under" structure: Interstate 376,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 15,454 (year 2021),  Truck Traffic: 14%,  Features Intersected: BEAVER VALLEY EX.,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 15.593,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 373,  Location: RAMP G OVER APPL 294 (Lat: 40.592222,  Lng: -80.240725),  Route carried "under" structure: State highway 51,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,424 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR 51 NB,  Facility Carried by Structure: RAMP G RD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 7.429,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 3892,  Location: 302002 WEST ALIQ (RAMP G) (Lat: 40.639533,  Lng: -80.243758),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2019),  Features Intersected: CSX,A&S,MAIN AV&MAPLE,  Facility Carried by Structure: RAMP-G RD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

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Structure Number: 3892,  Location: 302002 WEST ALIQ (RAMP G) (Lat: 40.639533,  Lng: -80.243758),  Route carried "under" structure: City street ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 2019),  Features Intersected: CSX,A&S,MAIN AV&MAPLE,  Facility Carried by Structure: RAMP-G RD
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)