Bridge Statistics for Upper St. Clair, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 512,  Location: AT CIRCLE DRIVE (Lat: 40.306697,  Lng: -80.093883),  Route carried "on" structure: US 19,  Year Built: 1940,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 24,766 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 28,854 (year 2032),  Design Load: HS 20,  Features Intersected: BR.BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $160,000

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Structure Number: 513,  Location: COUNTRY CLUB RD OVER SR19 (Lat: 40.327278,  Lng: -80.075633),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 624 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,113 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0019,  Facility Carried by Structure: COUNTRY CLUB DR
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: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $287,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 514,  Location: OVER SR 3004 (Lat: 40.331844,  Lng: -80.069853),  Route carried "on" structure: US 19,  Year Built: 1940,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 27,132 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 32,549 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3004 MCMURRAY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.714,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 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: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 90.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 1696,  Location: @ INTER.WITH SR 0019 (Lat: 40.331825,  Lng: -80.069833),  Route carried "on" structure: State highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 13,877 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,638 (year 2032),  Design Load: HS 20,  Features Intersected: MCLAUGHLIN RUN,  Facility Carried by Structure: MCLAUGHLIN RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.448,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $246,000

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Structure Number: 1702,  Location: 1/4 MI. EAST OF SR 3005 (Lat: 40.318847,  Lng: -80.115836),  Route carried "on" structure: State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 9,673 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,507 (year 2032),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: BOYCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.422,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Inventory Rating: 47.2 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,  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: May 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: 1752,  Location: 300'W.OF INTER.W/SR3003 (Lat: 40.336578,  Lng: -80.134347),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 3,175 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,527 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0079 NB SB,  Facility Carried by Structure: ALPINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  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: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1755,  Location: 100'W.OF INTER W/SR3004 (Lat: 40.344914,  Lng: -80.082708),  Route carried "on" structure: State highway ,  Year Built: 1941,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,112 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,942 (year 2032),  Design Load: HS 20,  Features Intersected: MCLAUGHLIN RUN,  Facility Carried by Structure: LESNETT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.659,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  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: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2248,  Location: PA03 PAINTERS RUN NO. 3 (Lat: 40.360058,  Lng: -80.072664),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 15,049 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,108 (year 2023),  Design Load: HS 20,  Features Intersected: PAINTERS RUN,  Facility Carried by Structure: PAINTERS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 80.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2251,  Location: PA08 PAINTERS RUN NO. 8 (Lat: 40.362794,  Lng: -80.087247),  Route carried "on" structure: County highway ,  Year Built: 1927,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 15,909 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,200 (year 2030),  Features Intersected: PAINTERS RUN,  Facility Carried by Structure: BOWER HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Culverts: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $190,000

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Structure Number: 53805,  Location: 200'W.OF INTER.W/SR 3004 (Lat: 40.340192,  Lng: -80.079081),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,716 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,976 (year 2037),  Design Load: HL 93,  Features Intersected: MCLAUGHLIN RUN,  Facility Carried by Structure: MORROW RD (SR3008)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Very good,  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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  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: 513,  Location: COUNTRY CLUB RD OVER SR19 (Lat: 40.327278,  Lng: -80.075633),  Route carried "under" structure: US 19,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 14,862 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0019,  Facility Carried by Structure: COUNTRY CLUB DR
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 2.992,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 513,  Location: COUNTRY CLUB RD OVER SR19 (Lat: 40.327278,  Lng: -80.075633),  Route carried "under" structure: US 19,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 12,671 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 0019,  Facility Carried by Structure: COUNTRY CLUB DR
Minimum Vertical Clearance: 7.14m (23.43ft),  Kilometerpoint: 2.990,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 514,  Location: OVER SR 3004 (Lat: 40.331844,  Lng: -80.069853),  Route carried "under" structure: State highway ,  Year Built: 1940,  Structure Length: 0. m,  Average Daily Traffic: 13,877 (year 2022),  Truck Traffic: 5%,  Features Intersected: SR 3004 MCMURRAY RD,  Facility Carried by Structure: SR 0019 NB SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 5.448,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1752,  Location: 300'W.OF INTER.W/SR3003 (Lat: 40.336578,  Lng: -80.134347),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 36,907 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0079 NB SB,  Facility Carried by Structure: ALPINE RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 1.436,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 1752,  Location: 300'W.OF INTER.W/SR3003 (Lat: 40.336578,  Lng: -80.134347),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 36,039 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 0079 NB SB,  Facility Carried by Structure: ALPINE RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 1.418,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.6m (70.9ft)