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

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Structure Number: 1108,  Location: Tarentum Bridge (Lat: 40.601222,  Lng: -79.756861),  Route carried "on" structure: State highway 366,  Year Built: 1949,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 54.38m (178.41ft),  Average Daily Traffic: 27,623 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,394 (year 2032),  Design Load: HS 20,  Features Intersected: NSRR (Abdn), Allegheny R,  Facility Carried by Structure: Tarentum Bridge
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 1.276,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 452.9m (1,485.9ft), Horizontal Clearance: 4606.1m (15,111.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 135.9m (445.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.40m (178.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2018,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $989,000,  Total Project Cost: $4,534,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 1109,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "on" structure: State highway 366,  Year Built: 1952,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 18.65m (61.19ft),  Average Daily Traffic: 13,826 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,642 (year 2032),  Design Load: HS 20,  Features Intersected: NS RR,4TH AVE,ROSS ST,  Facility Carried by Structure: TARENTUM BR,RMP.B
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.291,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 19.30m (63.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $707,000,  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: 1111,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "on" structure: State highway 366,  Year Built: 1952,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 17.56m (57.61ft),  Average Daily Traffic: 13,797 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,752 (year 2032),  Design Load: HS 20,  Features Intersected: 4TH AVE,RAMPD, NS RR,  Facility Carried by Structure: RAMP A,TARENTUM BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.276,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 18.30m (60.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $1,101,000,  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: 1113,  Location: @ INTER.W/PLEASANT AVE. (Lat: 40.610908,  Lng: -79.756536),  Route carried "on" structure: State highway 366,  Year Built: 1982,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 24,712 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,243 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE BULL CREEK,  Facility Carried by Structure: BULL CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft)

Condition: Channel: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1374,  Location: AT APPRCH TO TARENTUM BR (Lat: 40.601678,  Lng: -79.758081),  Route carried "on" structure: State highway ,  Year Built: 1895,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 8,047 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,091 (year 2032),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: SEVENTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.852,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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,  Deck Geometry: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $180,000

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Structure Number: 144,  Location: OFF BAILEY RUN RD. (Lat: 40.601550,  Lng: -79.779031),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 472 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 725 (year 2032),  Design Load: HS 20,  Features Intersected: DAYS RUN,  Facility Carried by Structure: DAYS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $66,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1465,  Location: 1850' N.E. OF SR 1034 (Lat: 40.643867,  Lng: -79.767994),  Route carried "on" structure: State highway ,  Year Built: 1915,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 524 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 857 (year 2032),  Design Load: HS 20,  Features Intersected: HOWES RUN,  Facility Carried by Structure: HOWES RUN RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.562,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $126,000

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Structure Number: 1469,  Location: 150' S.E. OF SR 1033 (Lat: 40.639342,  Lng: -79.771167),  Route carried "on" structure: State highway ,  Year Built: 1930,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,609 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,532 (year 2032),  Design Load: HS 20,  Features Intersected: HOWES RUN,  Facility Carried by Structure: BULL CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal 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: March 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $65,000

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Structure Number: 1472,  Location: 2800' NORTH TWP. RD. 772 (Lat: 40.630519,  Lng: -79.763464),  Route carried "on" structure: State highway ,  Year Built: 1922,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 2,609 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,532 (year 2032),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: BULL CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: 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,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $191,000

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Structure Number: 1477,  Location: NEAR TARENTUM INTERCHANGE (Lat: 40.607572,  Lng: -79.763239),  Route carried "on" structure: State highway ,  Year Built: 1983,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 1,036 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,019 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0028,  Facility Carried by Structure: BAKERSTOWN ROAD
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: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  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: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $164,000,  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: 2129,  Location: DY03 DAYS RUN NO. 3 (Lat: 40.595278,  Lng: -79.777800),  Route carried "on" structure: County highway ,  Year Built: 1890,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,899 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,899 (year 2025),  Design Load: HS 20,  Features Intersected: DAYS RUN,  Facility Carried by Structure: BAILEYS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $113,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2256,  Location: 202001 OVER BULL CREEK (Lat: 40.615558,  Lng: -79.760450),  Route carried "on" structure: ServiceCity street ,  Year Built: 1984,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 50 (year 2040),  Design Load: HS 20,  Features Intersected: BULL CREEK,  Facility Carried by Structure: GRIMM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 54.4 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: Better than 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: March 2021

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Structure Number: 2687,  Location: 464001 MILL STREET (Lat: 40.603647,  Lng: -79.759492),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 250 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 295 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: BULL CREEK,  Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Inventory Rating: 35.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2688,  Location: 464002 200' W OF ROSS ST (Lat: 40.600175,  Lng: -79.757447),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2041),  Design Load: HL 93,  Features Intersected: BULL CREEK,  Facility Carried by Structure: FOURTH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 73.9 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: 57.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: June 2019,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $306,000,  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: 2901,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1952,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 1,938 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,862 (year 2032),  Design Load: HS 20,  Features Intersected: 4TH AVE, PARKING LOT,  Facility Carried by Structure: RAMP D
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $219,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2902,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1952,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 1,458 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,659 (year 2032),  Design Load: HS 20,  Features Intersected: 4TH AVE, PARKING LOT,  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $233,000,  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: 52675,  Location: 200' West of SR 1031 (Lat: 40.652014,  Lng: -79.793475),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 2,982 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,415 (year 2034),  Design Load: HL 93,  Features Intersected: Lardintown Run,  Facility Carried by Structure: Bakerstown Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.965,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.8 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: 49.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52755,  Location: 4200' S.E. OF SR 1033 (Lat: 40.632100,  Lng: -79.761100),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 2,609 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,532 (year 2032),  Design Load: HL 93,  Features Intersected: BULL CREEK,  Facility Carried by Structure: BULL CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.708,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.4m (30.8ft),  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: 22.3m (73.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 52.8 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: 40.8 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5333,  Location: Near Bailey Run Rd (Lat: 40.598508,  Lng: -79.777869),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 472 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2038),  Design Load: HL 93,  Features Intersected: Days Run,  Facility Carried by Structure: Days Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.193,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 52.8 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: 38.2 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: 54344,  Location: 350' N OF SR 1034 (Lat: 40.648750,  Lng: -79.790722),  Route carried "on" structure: State highway ,  Year Built: 2019,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 517 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 600 (year 2030),  Design Load: HL 93,  Features Intersected: Bull Creek,  Facility Carried by Structure: Lardington 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: 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: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 60.9 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: 46.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 649,  Location: TARENTUM INTERCHANGE (Lat: 40.613325,  Lng: -79.757250),  Route carried "under" structure: State highway 366,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 11,925 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR 1034 -BULL CREEK ROAD,  Facility Carried by Structure: ROUTE 28 N.B.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 649,  Location: TARENTUM INTERCHANGE (Lat: 40.613325,  Lng: -79.757250),  Route carried "under" structure: State highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,078 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 1034 -BULL CREEK ROAD,  Facility Carried by Structure: ROUTE 28 N.B.
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 6.297,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 649,  Location: TARENTUM INTERCHANGE (Lat: 40.613325,  Lng: -79.757250),  Route carried "under" structure: State highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 1,732 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 1034 -BULL CREEK ROAD,  Facility Carried by Structure: ROUTE 28 N.B.
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 6.297,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 65,  Location: TARENTUM INTERCHANGE (Lat: 40.613403,  Lng: -79.757472),  Route carried "under" structure: State highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 1,732 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 1034-BULL CREEK ROAD,  Facility Carried by Structure: SR 0028 SB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 6.297,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 65,  Location: TARENTUM INTERCHANGE (Lat: 40.613403,  Lng: -79.757472),  Route carried "under" structure: State highway ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 2,078 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 1034-BULL CREEK ROAD,  Facility Carried by Structure: SR 0028 SB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 6.297,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 1108,  Location: Tarentum Bridge (Lat: 40.601222,  Lng: -79.756861),  Route carried "under" structure: Ramp State highway ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 1,458 (year 2022),  Truck Traffic: 7%,  Features Intersected: NSRR (Abdn), Allegheny R,  Facility Carried by Structure: Tarentum Bridge
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 135.9m (445.9ft)

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Structure Number: 1108,  Location: Tarentum Bridge (Lat: 40.601222,  Lng: -79.756861),  Route carried "under" structure: Ramp State highway ,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 1,938 (year 2022),  Truck Traffic: 7%,  Features Intersected: NSRR (Abdn), Allegheny R,  Facility Carried by Structure: Tarentum Bridge
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 135.9m (445.9ft)

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Structure Number: 1109,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 2005),  Truck Traffic: 7%,  Features Intersected: NS RR,4TH AVE,ROSS ST,  Facility Carried by Structure: TARENTUM BR,RMP.B
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1109,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 2005),  Truck Traffic: 7%,  Features Intersected: NS RR,4TH AVE,ROSS ST,  Facility Carried by Structure: TARENTUM BR,RMP.B
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1111,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "under" structure: Ramp State highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,938 (year 2022),  Truck Traffic: 7%,  Features Intersected: 4TH AVE,RAMPD, NS RR,  Facility Carried by Structure: RAMP A,TARENTUM BR
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1111,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 2005),  Truck Traffic: 7%,  Features Intersected: 4TH AVE,RAMPD, NS RR,  Facility Carried by Structure: RAMP A,TARENTUM BR
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1477,  Location: NEAR TARENTUM INTERCHANGE (Lat: 40.607572,  Lng: -79.763239),  Route carried "under" structure: State highway 28,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 17,720 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR 0028,  Facility Carried by Structure: BAKERSTOWN ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 30.030,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 1477,  Location: NEAR TARENTUM INTERCHANGE (Lat: 40.607572,  Lng: -79.763239),  Route carried "under" structure: State highway 28,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 18,411 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0028,  Facility Carried by Structure: BAKERSTOWN ROAD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 29.974,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 2901,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 101 (year 1997),  Truck Traffic: 7%,  Features Intersected: 4TH AVE, PARKING LOT,  Facility Carried by Structure: RAMP D
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 2902,  Location: Tarentum Bridge (Lat: 40.595000,  Lng: -79.753333),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 5 (year 2005),  Truck Traffic: 1%,  Features Intersected: 4TH AVE, PARKING LOT,  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 7.77m (25.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)