Bridge Statistics for Thompsonville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 164ft / 49.9mTotal length
- $1,260,000Total costs
- 124,546Total average daily traffic
- 3,783Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Thompsonville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31920-1929
- 21940-1949
- 11960-1969
- 61980-1989
- 41990-1999
- 22000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 15.4%Very good
- 30.8%Good
- 15.4%Satisfactory
- 23.1%Fair
- 15.4%Poor
- Bridge Condition - Superstructure
- 5.9%Excellent
- 35.3%Good
- 29.4%Satisfactory
- 23.5%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 5.9%Very good
- 23.5%Good
- 29.4%Satisfactory
- 35.3%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 5.6%Excellent
- 5.6%Very good
- 27.8%Good
- 27.8%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 3089, Location: GAULT (Lat: 40.796869, Lng: -79.511269), Route carried "on" structure: State highway , Year Built: 1980, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 983 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,286 (year 2032), Design Load: HS 20, Features Intersected: SR1422 (BUSINESS RTE), Facility Carried by Structure: SR8008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, 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, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), 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
Structure Number: 3089, Location: GAULT (Lat: 40.796869, Lng: -79.511269), Route carried "on" structure: State highway , Year Built: 1980, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 983 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,286 (year 2032), Design Load: HS 20, Features Intersected: SR1422 (BUSINESS RTE), Facility Carried by Structure: SR8008
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, 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, Number Of Approach Spans: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), 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: 24768, Location: 8 MI E OF CLARKSTOWN (Lat: 41.174761, Lng: -76.581028), Route carried "on" structure: State highway 442, Year Built: 1966, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,482 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 2,083 (year 2032), Design Load: HS 20, Features Intersected: OVER LAUREL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 24768, Location: 8 MI E OF CLARKSTOWN (Lat: 41.174761, Lng: -76.581028), Route carried "on" structure: State highway 442, Year Built: 1966, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,482 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 2,083 (year 2032), Design Load: HS 20, Features Intersected: OVER LAUREL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 28443, Location: 1.0 MI. SE OF POTTS GROVE (Lat: 40.987600, Lng: -76.772178), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 155 (year 2043), Design Load: HS 25 or greater, Features Intersected: BEAVER RUN, Facility Carried by Structure: T-360 CTY BR#1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 74.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), 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
Structure Number: 28443, Location: 1.0 MI. SE OF POTTS GROVE (Lat: 40.987600, Lng: -76.772178), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 155 (year 2043), Design Load: HS 25 or greater, Features Intersected: BEAVER RUN, Facility Carried by Structure: T-360 CTY BR#1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 74.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), 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: 29367, Location: .5 MI S OF STONINGTON (Lat: 40.847364, Lng: -76.667072), Route carried "on" structure: City street , Year Built: 1904, Year Reconstructed: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 175 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 271 (year 2031), Design Load: HS 20, Features Intersected: LICK RUN, Facility Carried by Structure: T-485 CO.BR.#152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 29367, Location: .5 MI S OF STONINGTON (Lat: 40.847364, Lng: -76.667072), Route carried "on" structure: City street , Year Built: 1904, Year Reconstructed: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 175 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 271 (year 2031), Design Load: HS 20, Features Intersected: LICK RUN, Facility Carried by Structure: T-485 CO.BR.#152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 34354, Location: N. STRABANE & PETERS TWPS (Lat: 40.260203, Lng: -80.139492), Route carried "on" structure: US 19, Year Built: 1948, Year Reconstructed: 1988, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 20,187 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 28,130 (year 2032), Design Load: HS 25 or greater, Features Intersected: LITTLE CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.949, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34354, Location: N. STRABANE & PETERS TWPS (Lat: 40.260203, Lng: -80.139492), Route carried "on" structure: US 19, Year Built: 1948, Year Reconstructed: 1988, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 20,187 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 28,130 (year 2032), Design Load: HS 25 or greater, Features Intersected: LITTLE CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.949, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater 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: 34358, Location: PETERS TOWNSHIP (Lat: 40.291072, Lng: -80.107419), Route carried "on" structure: US 19, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,429 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,832 (year 2032), Design Load: H 20, Features Intersected: BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.339, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Fair, Inventory Rating: 99.8 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $299,000
Structure Number: 34358, Location: PETERS TOWNSHIP (Lat: 40.291072, Lng: -80.107419), Route carried "on" structure: US 19, Year Built: 1940, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 19,429 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,832 (year 2032), Design Load: H 20, Features Intersected: BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.339, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Fair, Inventory Rating: 99.8 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $65,000, Total Project Cost: $299,000
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Structure Number: 3436, Location: PETERS TOWNSHIP (Lat: 40.291314, Lng: -80.106753), Route carried "on" structure: US 19, Year Built: 1990, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 19,429 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,832 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.339, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3436, Location: PETERS TOWNSHIP (Lat: 40.291314, Lng: -80.106753), Route carried "on" structure: US 19, Year Built: 1990, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 19,429 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,832 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.339, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 34807, Location: PETERS TOWNSHIP (Lat: 40.296417, Lng: -80.109808), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 6,389 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 6,874 (year 2035), Design Load: HS 25 or greater, Features Intersected: BRUSH RUN, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 86.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), 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
Structure Number: 34807, Location: PETERS TOWNSHIP (Lat: 40.296417, Lng: -80.109808), Route carried "on" structure: State highway , Year Built: 1987, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 6,389 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 6,874 (year 2035), Design Load: HS 25 or greater, Features Intersected: BRUSH RUN, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.494, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 86.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), 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: 34808, Location: PETERS TOWNSHIP (Lat: 40.293892, Lng: -80.107108), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 6,389 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 6,874 (year 2035), Design Load: HS 25 or greater, Features Intersected: BRUSH RUN, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $200,000, Total Project Cost: $314,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34808, Location: PETERS TOWNSHIP (Lat: 40.293892, Lng: -80.107108), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 6,389 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 6,874 (year 2035), Design Load: HS 25 or greater, Features Intersected: BRUSH RUN, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $200,000, Total Project Cost: $314,000, 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: 35257, Location: 200' EAST OF SR 1002 (Lat: 40.275903, Lng: -80.143314), Route carried "on" structure: City street T748, Year Built: 1988, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 100 (year 1993), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2020), Design Load: HS 25 or greater, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: Hahn Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), 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
Structure Number: 35257, Location: 200' EAST OF SR 1002 (Lat: 40.275903, Lng: -80.143314), Route carried "on" structure: City street T748, Year Built: 1988, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 100 (year 1993), Truck Traffic: 10%, Average Future Daily Traffic: 100 (year 2020), Design Load: HS 25 or greater, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: Hahn Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), 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: 35313, Location: NORTH STRABANE TWP (Lat: 40.258736, Lng: -80.138969), Route carried "on" structure: City street 643, Year Built: 1929, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,200 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 9,230 (year 2028), Features Intersected: LITTLE CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $141,000, Total Project Cost: $647,000
Structure Number: 35313, Location: NORTH STRABANE TWP (Lat: 40.258736, Lng: -80.138969), Route carried "on" structure: City street 643, Year Built: 1929, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,200 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 9,230 (year 2028), Features Intersected: LITTLE CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $141,000, Total Project Cost: $647,000
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Structure Number: 35322, Location: EAST OF CANNONSBURG (Lat: 40.259394, Lng: -80.135108), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,600 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 9,600 (year 2027), Design Load: H 15, Features Intersected: BRANCH OF CHARTIERS CRK, Facility Carried by Structure: GALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021
Structure Number: 35322, Location: EAST OF CANNONSBURG (Lat: 40.259394, Lng: -80.135108), Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 9,600 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 9,600 (year 2027), Design Load: H 15, Features Intersected: BRANCH OF CHARTIERS CRK, Facility Carried by Structure: GALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 7 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021
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Structure Number: 35323, Location: THOMPSONVILLE ARCH (Lat: 40.291436, Lng: -80.108044), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 490 (year 2013), Design Load: H 20, Features Intersected: BRUSH RUN CREEK, Facility Carried by Structure: CAMP LANE TR986
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
Structure Number: 35323, Location: THOMPSONVILLE ARCH (Lat: 40.291436, Lng: -80.108044), Route carried "on" structure: City street , Year Built: 1920, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 350 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 490 (year 2013), Design Load: H 20, Features Intersected: BRUSH RUN CREEK, Facility Carried by Structure: CAMP LANE TR986
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
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Structure Number: 39903, Location: NE OF CANONSBURG (Lat: 40.277650, Lng: -80.144400), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 200 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2028), Design Load: HS 20, Features Intersected: PITTSBURGH INDUSTRIAL RR, Facility Carried by Structure: HAHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 39903, Location: NE OF CANONSBURG (Lat: 40.277650, Lng: -80.144400), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 200 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2028), Design Load: HS 20, Features Intersected: PITTSBURGH INDUSTRIAL RR, Facility Carried by Structure: HAHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 40476, Location: 2500' WEST OF SR 19 (Lat: 40.292322, Lng: -80.130517), Route carried "on" structure: City street T752, Year Built: 1998, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 30 (year 1998), Average Future Daily Traffic: 36 (year 2036), Design Load: HS 25 or greater, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: Maple Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 43.5 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, Waterway Adequacy: Superior to present desirable 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
Structure Number: 40476, Location: 2500' WEST OF SR 19 (Lat: 40.292322, Lng: -80.130517), Route carried "on" structure: City street T752, Year Built: 1998, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 30 (year 1998), Average Future Daily Traffic: 36 (year 2036), Design Load: HS 25 or greater, Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: Maple Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 43.5 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, Waterway Adequacy: Superior to present desirable 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: 4105, Location: N. STRABANE & PETERS TWPS (Lat: 40.276200, Lng: -80.138694), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,246 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,389 (year 2035), Design Load: HS 25 or greater, Features Intersected: LITTLE CHARTIERS CREEK, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 46.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), 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
Structure Number: 4105, Location: N. STRABANE & PETERS TWPS (Lat: 40.276200, Lng: -80.138694), Route carried "on" structure: State highway , Year Built: 2000, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,246 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 14,389 (year 2035), Design Load: HS 25 or greater, Features Intersected: LITTLE CHARTIERS CREEK, Facility Carried by Structure: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.698, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 46.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), 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: 44334, Location: Pelipetz Drive Bridge (Lat: 40.285953, Lng: -80.099442), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 72 (year 2027), Design Load: HL 93, Features Intersected: Brush Run Creek, Facility Carried by Structure: Pelipetz Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 44334, Location: Pelipetz Drive Bridge (Lat: 40.285953, Lng: -80.099442), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2007), Average Future Daily Traffic: 72 (year 2027), Design Load: HL 93, Features Intersected: Brush Run Creek, Facility Carried by Structure: Pelipetz Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Superstructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 48499, Location: NE OF CANONSBURG (Lat: 40.275994, Lng: -80.143375), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 85 (year 2024), Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: HAHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48499, Location: NE OF CANONSBURG (Lat: 40.275994, Lng: -80.143375), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 75 (year 2014), Average Future Daily Traffic: 85 (year 2024), Features Intersected: CHARTIERS CREEK, Facility Carried by Structure: HAHN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 48775, Location: 0.2 mi S from SR 0019 (Lat: 40.290503, Lng: -80.105714), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,534 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,331 (year 2035), Design Load: HL 93, Features Intersected: Brush Run Tributary, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 68.0 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: 55.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 48775, Location: 0.2 mi S from SR 0019 (Lat: 40.290503, Lng: -80.105714), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10,534 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 14,331 (year 2035), Design Load: HL 93, Features Intersected: Brush Run Tributary, Facility Carried by Structure: SR 1010
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.086, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 68.0 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: 55.1 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 48807, Location: 0.1 mi S from SR 0019 (Lat: 40.290322, Lng: -80.105081), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 500 (year 2015), Average Future Daily Traffic: 600 (year 2036), Design Load: HL 93, Features Intersected: Brush Run Tributary, Facility Carried by Structure: T-986 Old Wash. Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 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: 42.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 48807, Location: 0.1 mi S from SR 0019 (Lat: 40.290322, Lng: -80.105081), Route carried "on" structure: City street , Year Built: 2014, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 500 (year 2015), Average Future Daily Traffic: 600 (year 2036), Design Load: HL 93, Features Intersected: Brush Run Tributary, Facility Carried by Structure: T-986 Old Wash. Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.1 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: 42.1 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 68595, Location: 300' WEST OF SR 19 (Lat: 40.269583, Lng: -80.131194), Route carried "on" structure: City street T717, Year Built: 2021, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,709 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,090 (year 2040), Design Load: HL 93, Features Intersected: CANONSBURG LAKE, Facility Carried by Structure: McDowell Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 48.3 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: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 68595, Location: 300' WEST OF SR 19 (Lat: 40.269583, Lng: -80.131194), Route carried "on" structure: City street T717, Year Built: 2021, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 2,709 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,090 (year 2040), Design Load: HL 93, Features Intersected: CANONSBURG LAKE, Facility Carried by Structure: McDowell Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 48.3 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: 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: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3436, Location: PETERS TOWNSHIP (Lat: 40.291314, Lng: -80.106753), Route carried "under" structure: State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 6,389 (year 2021), Truck Traffic: 7%, Features Intersected: SR 1010, Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.086, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 3436, Location: PETERS TOWNSHIP (Lat: 40.291314, Lng: -80.106753), Route carried "under" structure: State highway , Year Built: 1990, Structure Length: 0. m, Average Daily Traffic: 6,389 (year 2021), Truck Traffic: 7%, Features Intersected: SR 1010, Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 10.086, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 20.1m (65.9ft)