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

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Structure Number: 639,  Location: SR 28 SB OVER TURNPIKE (Lat: 40.548214,  Lng: -79.824714),  Route carried "on" structure: State highway 28,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 27,346 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,983 (year 2032),  Design Load: HS 20,  Features Intersected: PA TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.757,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $483,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1103,  Location: 85'N.OF INTER.W/SR 2075 (Lat: 40.452911,  Lng: -79.712467),  Route carried "on" structure: State highway 286,  Year Built: 1950,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 15,354 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,498 (year 2032),  Design Load: HS 20,  Features Intersected: ABERS CREEK,  Facility Carried by Structure: GOLDEN MILE HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.405,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 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: 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $55,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1104,  Location: 1 MILE FROM COUNTY LINE (Lat: 40.459000,  Lng: -79.707569),  Route carried "on" structure: State highway 286,  Year Built: 1950,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,354 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,498 (year 2032),  Design Load: HS 20,  Features Intersected: HUMMS RUN,  Facility Carried by Structure: GOLDEN MILE HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.440,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1105,  Location: 1/2 MILE FROM COUNTY LINE (Lat: 40.472058,  Lng: -79.706967),  Route carried "on" structure: State highway 286,  Year Built: 1950,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 15,354 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,498 (year 2032),  Design Load: HS 20,  Features Intersected: HUMMS RUN,  Facility Carried by Structure: GOLDEN MILE HY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.932,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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: September 2021,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $99,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1232,  Location: 50' E. OF PIERSON RUN RD. (Lat: 40.477094,  Lng: -79.759758),  Route carried "on" structure: State highway 380,  Year Built: 1957,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 6,994 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,179 (year 2032),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: SALTSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.800,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $106,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1343,  Location: 3/4 MI.NE OF SR 0028 (Lat: 40.545617,  Lng: -79.835803),  Route carried "on" structure: State highway 910,  Year Built: 1970,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 12,922 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 15,216 (year 2032),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: GIBSONIA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.300,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1609,  Location: 300' EAST OF SR 0286 (Lat: 40.445797,  Lng: -79.712506),  Route carried "on" structure: State highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,787 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,325 (year 2032),  Design Load: HS 20,  Features Intersected: ABERS CREEK,  Facility Carried by Structure: FRANKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

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Structure Number: 1622,  Location: ABOUT 1/4 MI. NW OF 2076 (Lat: 40.499281,  Lng: -79.756058),  Route carried "on" structure: State highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,515 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,890 (year 2032),  Design Load: HS 20,  Features Intersected: BR.LITTLE PLUM CRK.,  Facility Carried by Structure: NEW TEXAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 1624,  Location: 100'S.E.OF INTER.W/2086 (Lat: 40.504403,  Lng: -79.762744),  Route carried "on" structure: State highway ,  Year Built: 1941,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 5,515 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,890 (year 2039),  Design Load: HS 20,  Features Intersected: LITTLE PLUM CREEK,  Facility Carried by Structure: NEW TEXAS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.319,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1627,  Location: @ WESTMORELAND CO.LINE (Lat: 40.550253,  Lng: -79.758192),  Route carried "on" structure: State highway ,  Year Built: 1949,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 11,332 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,932 (year 2032),  Design Load: HL 93,  Features Intersected: PUCKETA CREEK,  Facility Carried by Structure: LOGANS FERRY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.904,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 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: 44.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 1628,  Location: @ INT W/ SR 2075 (Lat: 40.496558,  Lng: -79.753403),  Route carried "on" structure: State highway ,  Year Built: 1900,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,692 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,758 (year 2032),  Design Load: HS 20,  Features Intersected: BR.LITTLE PLUM CREEK,  Facility Carried by Structure: OLD LEECHBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Superstructure: Satisfactory,  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: High priority of replacement,  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: March 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $56,000

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Structure Number: 1629,  Location: 1 MI. S.W. OF SR 2088 (Lat: 40.509733,  Lng: -79.735694),  Route carried "on" structure: State highway ,  Year Built: 1936,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 991 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,621 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE PLUM CREEK,  Facility Carried by Structure: OLD LEECHBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.540,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $184,000,  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: 1637,  Location: 1/4 MI E OF SR 2058 (Lat: 40.511306,  Lng: -79.793539),  Route carried "on" structure: State highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,836 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,777 (year 2032),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: MILLTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.275,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $471,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1639,  Location: 3400' NE OF TURNPIKE (Lat: 40.513622,  Lng: -79.779556),  Route carried "on" structure: State highway ,  Year Built: 1936,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,836 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,777 (year 2032),  Design Load: HS 20,  Features Intersected: BODINES RUN,  Facility Carried by Structure: MILLTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.672,  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: 4.9m (16.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Superstructure: Poor,  Substructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $307,000

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Structure Number: 1646,  Location: 100'W.OF UNITY-TRESTLE RD (Lat: 40.491733,  Lng: -79.785267),  Route carried "on" structure: State highway ,  Year Built: 1956,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,578 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,614 (year 2032),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: LEECHBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $44,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1647,  Location: 240'W.OF TURNPIKE (Lat: 40.494389,  Lng: -79.783800),  Route carried "on" structure: State highway ,  Year Built: 1936,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 3,578 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,614 (year 2032),  Design Load: HS 20,  Features Intersected: ABANDONED B&LE RR TRACK,  Facility Carried by Structure: LEECHBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft)

Condition: 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $59,000

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Structure Number: 1648,  Location: 170'W.OF TURNPIKE (Lat: 40.494561,  Lng: -79.783658),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,578 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,614 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE PLUM CREEK,  Facility Carried by Structure: LEECHBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.776,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Good,  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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $135,000

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Structure Number: 2085,  Location: ALLEGHENY VAL.INT. RAMP F (Lat: 40.540456,  Lng: -79.822819),  Route carried "on" structure: Ramp State highway 7076,  Year Built: 1952,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 33,531 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 45,724 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 1001 NB,  Facility Carried by Structure: PA TURNPIKE RAMP F
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $458,000,  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: 209,  Location: NEAR OAKMONT (Lat: 40.522778,  Lng: -79.817881),  Route carried "on" structure: Interstate 76,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 20.24m (66.40ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 20,  Features Intersected: B&LE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.9m (91.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.20m (69.55ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2091,  Location: WEST OF MILLTOWN (Lat: 40.520000,  Lng: -79.806667),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 20,  Features Intersected: HULTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 2092,  Location: NEAR MILLTOWN (Lat: 40.506667,  Lng: -79.788333),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: T-732
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $629,000,  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: 2093,  Location: NEAR MILLTOWN (Lat: 40.511839,  Lng: -79.791486),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 20,  Features Intersected: SR 2084, Milltown Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft)

Condition: Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $313,000

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Structure Number: 2094,  Location: NEAR PENN HILLS (Lat: 40.495000,  Lng: -79.783333),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 30.45m (99.90ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 20,  Features Intersected: SR 2086, PLUM CR,ABANDRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.670,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 256.0m (839.9ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $614,000,  Roadway Improvement Cost: $1,808,000,  Total Project Cost: $8,288,000,  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: 2096,  Location: NEAR PENN HILLS (Lat: 40.488764,  Lng: -79.780536),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Serious,  Culverts: Poor,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021

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Structure Number: 2097,  Location: NEAR PENN HILLS (Lat: 40.485000,  Lng: -79.773333),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HL 93,  Features Intersected: T-746
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 33 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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $244,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2315,  Location: DE04 DEER CREEK NO. 4 (Lat: 40.557478,  Lng: -79.839194),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 398 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 398 (year 2025),  Design Load: HS 20,  Features Intersected: DEER CREEK,  Facility Carried by Structure: RICH HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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 minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $189,000,  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: 269,  Location: 466102 MARY ST-PLUM BORO (Lat: 40.497822,  Lng: -79.788936),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 150 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 175 (year 2039),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: MARY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: July 2020,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2692,  Location: PO05 PUCKETA CREEK # 5 (Lat: 40.536025,  Lng: -79.717842),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 366 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 400 (year 2039),  Design Load: H 20,  Features Intersected: PUCKETA CREEK,  Facility Carried by Structure: BOOKER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Poor,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $86,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2693,  Location: PO06 PUCKETA CREEK NO 6 (Lat: 40.549400,  Lng: -79.738917),  Route carried "on" structure: City street ,  Year Built: 1916,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 440 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 515 (year 2039),  Design Load: H 20,  Features Intersected: BIG PUCKETA CREEK,  Facility Carried by Structure: CRYSTAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $157,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 42972,  Location: 250'NORTH OF SR 0366 (Lat: 40.532778,  Lng: -79.712778),  Route carried "on" structure: State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 1,238 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HL 93,  Features Intersected: PUCKETA CREEK,  Facility Carried by Structure: MYERS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.232,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 18.3m (60.0ft),  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: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 4547,  Location: 2.45 MI E FROM PA56 (Lat: 40.544644,  Lng: -79.730489),  Route carried "on" structure: State highway 366,  Year Built: 2008,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 7,991 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,785 (year 2032),  Design Load: HL 93,  Features Intersected: Pucketa Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.755,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 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: Better than present minimum 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 48 months,  Inspection Date: June 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: 45703,  Location: OVER TURNPIKE (Lat: 40.541667,  Lng: -79.816667),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 9.48m (31.10ft),  Average Daily Traffic: 2,104 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,319 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 76,  Facility Carried by Structure: GULF LAB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.452,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 55.8m (183.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46492,  Location: Allegheny River (Lat: 40.538333,  Lng: -79.821667),  Route carried "on" structure: Interstate 76,  Year Built: 2010,  Status: Open,  Structure Length: 71.63m (235.01ft),  Average Daily Traffic: 16,799 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,819 (year 2030),  Design Load: HL 93,  Features Intersected: SR1001, N.S., AV. R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Navigation Control: Yes ( Vertical Clearance: 26.8m (87.9ft), Horizontal Clearance: 153.0m (502.0ft)),  Material/Design: Concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 162.2m (532.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 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: 46493,  Location: Allegheny River (Lat: 40.538333,  Lng: -79.821667),  Route carried "on" structure: Interstate 76,  Year Built: 2010,  Status: Open,  Structure Length: 71.63m (235.01ft),  Average Daily Traffic: 17,862 (year 2010),  Truck Traffic: 17%,  Average Future Daily Traffic: 23,173 (year 2030),  Design Load: HL 93,  Features Intersected: SR 1001, N.S. & A.V. RR
Minimum Vertical Clearance: 16.38m (53.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Navigation Control: Yes ( Vertical Clearance: 26.8m (87.9ft), Horizontal Clearance: 153.0m (502.0ft)),  Material/Design: Concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 162.2m (532.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Underwater Inspection Date: September 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: 47089,  Location: Allegheny Valley Interch (Lat: 40.540000,  Lng: -79.820000),  Route carried "on" structure: Interstate 76,  Year Built: 2011,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 46,240 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 75,820 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (Ramp BC)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 36.9m (121.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 36.9m (121.1ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 47269,  Location: HULTON RD (Lat: 40.514106,  Lng: -79.805094),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,556 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,791 (year 2032),  Design Load: HL 93,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: HULTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.679,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.7 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: 37.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 48853,  Location: West of Allegheny Val Int (Lat: 40.550000,  Lng: -79.835000),  Route carried "on" structure: City street T,  Year Built: 2013,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 7%,  Average Future Daily Traffic: 315 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.1 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 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: 4913,  Location: 200' W Pine Valley Dr (Lat: 40.459508,  Lng: -79.717522),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Closed,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 250 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2039),  Features Intersected: Abers Creek,  Facility Carried by Structure: Malabar Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Fair,  Culverts: Serious,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021