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

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Structure Number: 4526,  Location: Highland Park Bridge (Lat: 40.486239,  Lng: -79.913333),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 37,191 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 50,540 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0008,  Facility Carried by Structure: HIGHLAND PARK APPR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 11.5m (37.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 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: 45326,  Location: Blvd.of Alies to Lib. Br (Lat: 40.429167,  Lng: -79.999167),  Route carried "on" structure: Spur State highway ,  Year Built: 1928,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 2,421 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,497 (year 2032),  Design Load: HS 20,  Features Intersected: 1st Ave, 2nd Ave, Local,  Facility Carried by Structure: Blvd Al.Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 73.8m (242.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 56.2 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 45327,  Location: Liberty Br.to Blvd. Alies (Lat: 40.429167,  Lng: -79.999167),  Route carried "on" structure: Spur State highway ,  Year Built: 1928,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 13.17m (43.21ft),  Average Daily Traffic: 7,060 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,648 (year 2032),  Design Load: HS 20,  Features Intersected: 1st Ave, 2nd Ave, Local,  Facility Carried by Structure: Liberty Br. ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 73.8m (242.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 45848,  Location: SR 19 OVER S.MAIN ST (Lat: 40.740000,  Lng: -80.053889),  Route carried "on" structure: US 19,  Year Built: 2010,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 29,194 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,832 (year 2032),  Design Load: HS 20,  Features Intersected: SR 60 @ SR 19 INTER
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 16.608,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 45849,  Location: WEST END (Lat: 40.442733,  Lng: -80.030042),  Route carried "on" structure: State highway 51,  Year Built: 2010,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 3,519 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,088 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.552,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  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: 47751,  Location: 301143 OV 10th St. Ext. (Lat: 40.443439,  Lng: -80.006253),  Route carried "on" structure: Ramp City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,600 (year 2043),  Design Load: HL 93,  Features Intersected: Tenth St. Bypass,  Facility Carried by Structure: Fancourt Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 48089,  Location: 31ST ST/RT 28 RAMP D (Lat: 40.465000,  Lng: -79.979444),  Route carried "on" structure: Ramp State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 2,778 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,500 (year 2030),  Design Load: HL 93,  Features Intersected: ADJ TO NORFOLK SOUTHERN,  Facility Carried by Structure: RAMP D
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.0 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: 40.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  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: 4809,  Location: @ INTER W/ 31ST BRIDGE (Lat: 40.464417,  Lng: -79.979983),  Route carried "on" structure: Ramp State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 2,669 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,100 (year 2025),  Design Load: HL 93,  Features Intersected: EMBANKMENT,  Facility Carried by Structure: RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.3 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,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  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: 48206,  Location: 301100 OV RR&PAT BSWY9804 (Lat: 40.459114,  Lng: -79.925144),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 8,242 (year 2012),  Truck Traffic: 13%,  Average Future Daily Traffic: 11,101 (year 2032),  Design Load: HL 93,  Features Intersected: ELLSWORTH, E BUSWAY, NSR,  Facility Carried by Structure: SOUTH HIGHLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under 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: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.2 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: 39.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  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: 48722,  Location: 51/88 INTERCHANGE JUGHAND (Lat: 40.381619,  Lng: -79.994844),  Route carried "on" structure: Ramp State highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 3,845 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2032),  Design Load: HL 93,  Features Intersected: WEYMAN RUN,  Facility Carried by Structure: JUGHANDLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.8 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: 49.9 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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  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: 48912,  Location: AT PGH ZOO (Lat: 40.487775,  Lng: -79.919536),  Route carried "on" structure: State highway 8,  Year Built: 2014,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 10,744 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,894 (year 2032),  Design Load: HL 93,  Features Intersected: FILL, PED TRAIL,  Facility Carried by Structure: BUTLER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.814,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 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,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  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: 49134,  Location: Duncan Way & Bell Ave (Lat: 40.415283,  Lng: -80.077408),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 200 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 400 (year 2035),  Design Load: H 20,  Features Intersected: Unnamed Tributary,  Facility Carried by Structure: Bell Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.8 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: Better than 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,  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: 52398,  Location: NEAR GLENWOOD INTERCHANGE (Lat: 40.389706,  Lng: -79.957053),  Route carried "on" structure: State highway ,  Year Built: 2015,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,983 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,063 (year 2032),  Design Load: HL 93,  Features Intersected: GLASS RUN,  Facility Carried by Structure: GLASS RUN ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.208,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 5244,  Location: 250' SOUTHEAST OF SR 0088 (Lat: 40.381408,  Lng: -79.995458),  Route carried "on" structure: State highway 51,  Year Built: 2015,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 11,493 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,500 (year 2033),  Design Load: HL 93,  Features Intersected: WEYMAN RUN,  Facility Carried by Structure: SAW MILL RUN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.701,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 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: 43.4 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  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: 52548,  Location: SR 51 and SR 88 Intersect (Lat: 40.382131,  Lng: -79.996181),  Route carried "on" structure: State highway 88,  Year Built: 2015,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 17,445 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,497 (year 2032),  Design Load: HL 93,  Features Intersected: Saw Mill Run,  Facility Carried by Structure: Library Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.909,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 71.3 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: 51.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

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Structure Number: 5255,  Location: SR51 and 88 Intersection (Lat: 40.382169,  Lng: -79.996081),  Route carried "on" structure: State highway 88,  Year Built: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 17,445 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 19,497 (year 2032),  Design Load: HL 93,  Features Intersected: Weyman Run,  Facility Carried by Structure: Library Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.909,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 58.3 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: 45.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020

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Structure Number: 52726,  Location: 120' south of Provost Rd (Lat: 40.379228,  Lng: -79.993603),  Route carried "on" structure: State highway 51,  Year Built: 2015,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 24,342 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,329 (year 2032),  Design Load: HL 93,  Features Intersected: Weyman Run,  Facility Carried by Structure: Saw Mill Run Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.701,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.3 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: 55.7 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  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: 53592,  Location: NEAR SR 3100 (Lat: 40.389639,  Lng: -79.940919),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,983 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,844 (year 2039),  Design Load: HL 93,  Features Intersected: GLASS RUN,  Facility Carried by Structure: GLASS RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.421,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 5 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: 9.1m (29.9ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 61.2 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: 38.6 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 54496,  Location: Greenfield Av ovr I-376 (Lat: 40.428575,  Lng: -79.937878),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 225 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 270 (year 2043),  Design Load: HL 93,  Features Intersected: I-376 Parkway East,  Facility Carried by Structure: Greenfield Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Toll: Toll bridge,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 99.4m (326.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 48.0 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: 36.9 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,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 54694,  Location: Term. of Old Brown's Hil (Lat: 40.415967,  Lng: -79.915769),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HL 93,  Features Intersected: Nine Mile Run,  Facility Carried by Structure: MCFARREN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 54732,  Location: 1/4 MI NW OF I-376 (Lat: 40.433333,  Lng: -80.028889),  Route carried "on" structure: State highway ,  Year Built: 2019,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,662 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2038),  Design Load: HL 93,  Features Intersected: SR 19,  Facility Carried by Structure: SHALER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.8 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  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: 68228,  Location: Fort Pitt Bridge (Lat: 40.439306,  Lng: -80.010278),  Route carried "on" structure: Interstate 376,  Year Built: 1953,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 59.22m (194.29ft),  Average Daily Traffic: 53,409 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,944 (year 2032),  Design Load: HS 20,  Features Intersected: MON RIVER & WARF, 376 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.996,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Navigation Control: Yes ( Vertical Clearance: 46.9m (153.9ft), Horizontal Clearance: 750.1m (2,461.0ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 36,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 83.60m (274.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Underwater Inspection Date: April 2017,  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: 488,  Location: 62nd Street Bridge (Lat: 40.488472,  Lng: -79.937356),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2004),  Truck Traffic: 1%,  Features Intersected: N&S RR, S.MAIN ST. RIVER,  Facility Carried by Structure: 62nd Street Bridge
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 121.9m (399.9ft)

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Structure Number: 488,  Location: 62nd Street Bridge (Lat: 40.488472,  Lng: -79.937356),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2004),  Truck Traffic: 1%,  Features Intersected: N&S RR, S.MAIN ST. RIVER,  Facility Carried by Structure: 62nd Street Bridge
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 121.9m (399.9ft)

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Structure Number: 524,  Location: 350'S.W.OF FT.PITT TUNNEL (Lat: 40.428778,  Lng: -80.029686),  Route carried "under" structure: Interstate 376,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 43,321 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: SR 0019 NB
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 31.065,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 524,  Location: 350'S.W.OF FT.PITT TUNNEL (Lat: 40.428778,  Lng: -80.029686),  Route carried "under" structure: Interstate 376,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 43,694 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: SR 0019 NB
Minimum Vertical Clearance: 8.15m (26.74ft),  Kilometerpoint: 31.043,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 526,  Location: 400'S.W.OF FT.PITT TUNNEL (Lat: 40.425472,  Lng: -80.031275),  Route carried "under" structure: Interstate 376,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 43,321 (year 2021),  Truck Traffic: 9%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: SR 0051 SB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 31.065,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 526,  Location: 400'S.W.OF FT.PITT TUNNEL (Lat: 40.425472,  Lng: -80.031275),  Route carried "under" structure: Interstate 376,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 43,694 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: SR 0051 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 31.043,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 533,  Location: West End Bridge (Lat: 40.447472,  Lng: -80.026667),  Route carried "under" structure: US 19,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 15,557 (year 2022),  Truck Traffic: 9%,  Features Intersected: 65 NB&SB,RAMP H,& RAMP C
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 17.600,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 533,  Location: West End Bridge (Lat: 40.447472,  Lng: -80.026667),  Route carried "under" structure: US 19,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 13,062 (year 2022),  Truck Traffic: 9%,  Features Intersected: 65 NB&SB,RAMP H,& RAMP C
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 17.392,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 533,  Location: West End Bridge (Lat: 40.447472,  Lng: -80.026667),  Route carried "under" structure: State highway 65,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 16,012 (year 2022),  Truck Traffic: 6%,  Features Intersected: 65 NB&SB,RAMP H,& RAMP C,  Facility Carried by Structure: SR 19
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.975,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 533,  Location: West End Bridge (Lat: 40.447472,  Lng: -80.026667),  Route carried "under" structure: State highway 65,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 16,093 (year 2022),  Truck Traffic: 8%,  Features Intersected: 65 NB&SB,RAMP H,& RAMP C,  Facility Carried by Structure: SR 19
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.840,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 533,  Location: West End Bridge (Lat: 40.447472,  Lng: -80.026667),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 5,062 (year 2022),  Truck Traffic: 7%,  Features Intersected: 65 NB&SB,RAMP H,& RAMP C,  Facility Carried by Structure: SR 19
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 533,  Location: West End Bridge (Lat: 40.447472,  Lng: -80.026667),  Route carried "under" structure: Ramp State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 2,088 (year 2022),  Truck Traffic: 2%,  Features Intersected: 65 NB&SB,RAMP H,& RAMP C,  Facility Carried by Structure: SR 19
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 538,  Location: IVORY AVE INTERSECTION (Lat: 40.496556,  Lng: -80.020017),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 13,660 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 0279,  Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 7.137,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 538,  Location: IVORY AVE INTERSECTION (Lat: 40.496556,  Lng: -80.020017),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 19,196 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 0279,  Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 7.049,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 538,  Location: IVORY AVE INTERSECTION (Lat: 40.496556,  Lng: -80.020017),  Route carried "under" structure: Interstate 279,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 635 (year 2021),  Truck Traffic: 8%,  Features Intersected: SR 0279,  Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 6.783,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.0m (210.0ft)

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Structure Number: 57,  Location: 301131 NEAR HEINZ PLANT (Lat: 40.454583,  Lng: -79.994256),  Route carried "under" structure: State highway 28,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 7,258 (year 2022),  Truck Traffic: 4%,  Features Intersected: PA 28 EB&WB,RAMP H EB,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.571,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 57,  Location: 301131 NEAR HEINZ PLANT (Lat: 40.454583,  Lng: -79.994256),  Route carried "under" structure: State highway 28,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 11,707 (year 2022),  Truck Traffic: 3%,  Features Intersected: PA 28 EB&WB,RAMP H EB,  Facility Carried by Structure: CHESTNUT ST
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.604,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 572,  Location: SR 28 WB OVER MADISON A. (Lat: 40.500000,  Lng: -80.000000),  Route carried "under" structure: State highway ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 4,058 (year 2021),  Truck Traffic: 7%,  Features Intersected: MADISON AVENUE CITY PGH,  Facility Carried by Structure: SR 0028 SB
Minimum Vertical Clearance: 4.38m (14.37ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 768,  Location: THORNBURG BRIDGE (Lat: 40.440144,  Lng: -80.082969),  Route carried "under" structure: ServiceOther road ,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 50 (year 1997),  Truck Traffic: 5%,  Features Intersected: P&O RR ,CHARTIERS CREEK,  Facility Carried by Structure: SR 60
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 801,  Location: Fort Duquesne Bridge (Lat: 40.447008,  Lng: -80.010069),  Route carried "under" structure: State highway 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 16,012 (year 2022),  Truck Traffic: 6%,  Features Intersected: SR 65 SB VARIOUS ST ALLY
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 801,  Location: Fort Duquesne Bridge (Lat: 40.447008,  Lng: -80.010069),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 9,578 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR 65 SB VARIOUS ST ALLY,  Facility Carried by Structure: SR 0065 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 803,  Location: REEDSDALE RP. TO RIDGE AV (Lat: 40.448767,  Lng: -80.014553),  Route carried "under" structure: State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 8,207 (year 2009),  Truck Traffic: 7%,  Features Intersected: TUNNEL REEDSDALE- Ridge,  Facility Carried by Structure: SR 0065 SH
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 804,  Location: Fort Duquesne Bridge (Lat: 40.446850,  Lng: -80.010053),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: REEDSDALE,N.SHORE ALL.RV,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 804,  Location: Fort Duquesne Bridge (Lat: 40.446850,  Lng: -80.010053),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: REEDSDALE,N.SHORE ALL.RV,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 804,  Location: Fort Duquesne Bridge (Lat: 40.446850,  Lng: -80.010053),  Route carried "under" structure: Interstate 279,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,673 (year 2022),  Truck Traffic: 8%,  Features Intersected: REEDSDALE,N.SHORE ALL.RV,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 804,  Location: Fort Duquesne Bridge (Lat: 40.446850,  Lng: -80.010053),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 7%,  Features Intersected: REEDSDALE,N.SHORE ALL.RV,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 8.43m (27.66ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 804,  Location: Fort Duquesne Bridge (Lat: 40.446850,  Lng: -80.010053),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2000),  Truck Traffic: 5%,  Features Intersected: REEDSDALE,N.SHORE ALL.RV,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 14,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 806,  Location: N.B. OVER ALLEGHENY AVE. (Lat: 40.448883,  Lng: -80.018039),  Route carried "under" structure: Ramp State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,174 (year 2022),  Truck Traffic: 7%,  Features Intersected: ALLEGHENY AVE, RP.B,  Facility Carried by Structure: SR 0065 NB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 806,  Location: N.B. OVER ALLEGHENY AVE. (Lat: 40.448883,  Lng: -80.018039),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1992),  Truck Traffic: 7%,  Features Intersected: ALLEGHENY AVE, RP.B,  Facility Carried by Structure: SR 0065 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 809,  Location: TR 65 NB O/FONTELLA ST. (Lat: 40.448972,  Lng: -80.021022),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1992),  Truck Traffic: 1%,  Features Intersected: FONTELLA ST.,  Facility Carried by Structure: SR 0065 NB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 813,  Location: 1039 S.B. O/ALLEGHENY AVE (Lat: 40.448728,  Lng: -80.018111),  Route carried "under" structure: Ramp State highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,174 (year 2022),  Truck Traffic: 7%,  Features Intersected: ALLEHGHENY AV.& RP.B,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 813,  Location: 1039 S.B. O/ALLEGHENY AVE (Lat: 40.448728,  Lng: -80.018111),  Route carried "under" structure: City street LLG,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 1992),  Truck Traffic: 7%,  Features Intersected: ALLEHGHENY AV.& RP.B,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 815,  Location: TR 65 SB O/FONTELLA ST. (Lat: 40.448764,  Lng: -80.020200),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1992),  Truck Traffic: 1%,  Features Intersected: FONTELLA ST.,  Facility Carried by Structure: SR 0065 SB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 82,  Location: 19-65 O/BEAV.AVE.TURNRND (Lat: 40.456083,  Lng: -80.029706),  Route carried "under" structure: City street 19,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 4,000 (year 1999),  Truck Traffic: 1%,  Features Intersected: BEAVER AVE.TURNAROUND
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 824,  Location: TR 19-65 SB OVER RP.H (Lat: 40.454444,  Lng: -80.029306),  Route carried "under" structure: Ramp State highway ,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,062 (year 2022),  Truck Traffic: 7%,  Features Intersected: Ramp H (8055),  Facility Carried by Structure: RT 0019 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 826,  Location: SR 65 Marshall Ave. Inter (Lat: 40.458028,  Lng: -80.030361),  Route carried "under" structure: State highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 4,236 (year 2022),  Truck Traffic: 7%,  Features Intersected: STATE RAMPS,RR.,CHATEAU,  Facility Carried by Structure: SR 65
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)