Bridge Statistics for Indiana, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21950-1959
- 101960-1969
- 91970-1979
- 171990-1999
- 42010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 11960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 15.4%Very good
- 11.5%Good
- 38.5%Satisfactory
- 26.9%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 7.4%Very good
- 14.8%Good
- 37.0%Satisfactory
- 25.9%Fair
- 14.8%Poor
- Bridge Condition - Substructure
- 7.4%Very good
- 11.1%Good
- 29.6%Satisfactory
- 44.4%Fair
- 7.4%Poor
- Bridge Condition - Channel
- 5.0%Good
- 10.0%Satisfactory
- 65.0%Fair
- 20.0%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 1953, Location: AT AUTOZONE (Lat: 40.501528, Lng: -79.944608), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,735 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,197 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: BUTLER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $25,000, Total Project Cost: $109,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1953, Location: AT AUTOZONE (Lat: 40.501528, Lng: -79.944608), Route carried "on" structure: State highway , Year Built: 1927, Year Reconstructed: 1978, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 5,735 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 16,197 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: BUTLER ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.3m (63.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $25,000, Total Project Cost: $109,000, 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: 19024, Location: SULLIVAN NB (Lat: 40.598050, Lng: -79.146850), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 4,178 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 5,118 (year 2032), Design Load: HS 20, Features Intersected: SR0954
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.262, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 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: 26.8m (87.9ft), 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: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $50,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 19024, Location: SULLIVAN NB (Lat: 40.598050, Lng: -79.146850), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 4,178 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 5,118 (year 2032), Design Load: HS 20, Features Intersected: SR0954
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.262, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 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: 26.8m (87.9ft), 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: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 79.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $50,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 19025, Location: SULLIVAN SB (Lat: 40.598625, Lng: -79.146758), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 4,219 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 4,950 (year 2032), Design Load: HS 20, Features Intersected: SR0954
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 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: 26.8m (87.9ft), 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: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 19025, Location: SULLIVAN SB (Lat: 40.598625, Lng: -79.146758), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 4,219 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 4,950 (year 2032), Design Load: HS 20, Features Intersected: SR0954
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 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: 26.8m (87.9ft), 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: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 19027, Location: LOWMAN (Lat: 40.608778, Lng: -79.125472), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,397 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 10,068 (year 2032), Design Load: HS 20, Features Intersected: CLYMER WATER SERVICE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.440, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 19027, Location: LOWMAN (Lat: 40.608778, Lng: -79.125472), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,397 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 10,068 (year 2032), Design Load: HS 20, Features Intersected: CLYMER WATER SERVICE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.440, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 1903, Location: RAMSEY RUN NO.2 (Lat: 40.621778, Lng: -79.117183), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,397 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 10,068 (year 2032), Design Load: HS 20, Features Intersected: RAMSEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
Structure Number: 1903, Location: RAMSEY RUN NO.2 (Lat: 40.621778, Lng: -79.117183), Route carried "on" structure: US 119, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,397 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 10,068 (year 2032), Design Load: HS 20, Features Intersected: RAMSEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019
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Structure Number: 19093, Location: OAKLAND AVENUE (Lat: 40.596644, Lng: -79.197842), Route carried "on" structure: State highway 286, Year Built: 1993, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 12,990 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 19,747 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR0422 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.313, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $120,000, Total Project Cost: $551,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19093, Location: OAKLAND AVENUE (Lat: 40.596644, Lng: -79.197842), Route carried "on" structure: State highway 286, Year Built: 1993, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 12,990 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 19,747 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR0422 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.313, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2020, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $120,000, Total Project Cost: $551,000, 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: 191, Location: RADIO TOWER (Lat: 40.626464, Lng: -79.126294), Route carried "on" structure: State highway 286, Year Built: 1970, Year Reconstructed: 2009, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,804 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,076 (year 2032), Design Load: HS 20, Features Intersected: SR1004 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.837, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,723,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 191, Location: RADIO TOWER (Lat: 40.626464, Lng: -79.126294), Route carried "on" structure: State highway 286, Year Built: 1970, Year Reconstructed: 2009, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 2,804 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,076 (year 2032), Design Load: HS 20, Features Intersected: SR1004 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.837, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Better than present minimum criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,723,000, 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: 19152, Location: WATTS HILL (Lat: 40.620247, Lng: -79.226814), Route carried "on" structure: Bypass US 422, Year Built: 1995, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 5,129 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR4422&SR8018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.646, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 8.60m (28.22ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19152, Location: WATTS HILL (Lat: 40.620247, Lng: -79.226814), Route carried "on" structure: Bypass US 422, Year Built: 1995, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 5,129 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR4422&SR8018
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.646, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 8.60m (28.22ft), Designated Inspection Frequency: Every 48 months, 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: 19153, Location: WARREN ROAD EB (Lat: 40.606617, Lng: -79.209556), Route carried "on" structure: Bypass US 422, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,722 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 6,902 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19153, Location: WARREN ROAD EB (Lat: 40.606617, Lng: -79.209556), Route carried "on" structure: Bypass US 422, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,722 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 6,902 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.014, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 19155, Location: WARREN ROAD WB (Lat: 40.606842, Lng: -79.209383), Route carried "on" structure: Bypass US 422, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 5,129 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.007, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19155, Location: WARREN ROAD WB (Lat: 40.606842, Lng: -79.209383), Route carried "on" structure: Bypass US 422, Year Built: 1995, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 5,129 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.007, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 19156, Location: RUSTIC LODGE ROAD EB (Lat: 40.588839, Lng: -79.182350), Route carried "on" structure: US 422, Year Built: 1993, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,722 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 6,902 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.126, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19156, Location: RUSTIC LODGE ROAD EB (Lat: 40.588839, Lng: -79.182350), Route carried "on" structure: US 422, Year Built: 1993, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,722 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 6,902 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.126, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable 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: August 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: 19157, Location: RUSTIC LODGE ROAD WB (Lat: 40.588981, Lng: -79.182144), Route carried "on" structure: US 422, Year Built: 1993, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 5,129 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.123, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19157, Location: RUSTIC LODGE ROAD WB (Lat: 40.588981, Lng: -79.182144), Route carried "on" structure: US 422, Year Built: 1993, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 5,129 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR3033
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.123, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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: August 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: 19206, Location: RAMSEY RUN NO.1 (Lat: 40.617328, Lng: -79.118436), Route carried "on" structure: State highway , Year Built: 1929, Year Reconstructed: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,338 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,971 (year 2032), Design Load: HS 20, Features Intersected: RAMSEY RUN, Facility Carried by Structure: SR1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.236, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $73,000, Total Project Cost: $335,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19206, Location: RAMSEY RUN NO.1 (Lat: 40.617328, Lng: -79.118436), Route carried "on" structure: State highway , Year Built: 1929, Year Reconstructed: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,338 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,971 (year 2032), Design Load: HS 20, Features Intersected: RAMSEY RUN, Facility Carried by Structure: SR1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.236, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $73,000, Total Project Cost: $335,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19364, Location: STONEY RUN NO.2 (Lat: 40.588456, Lng: -79.163369), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,234 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,511 (year 2032), Design Load: HS 20, Features Intersected: STONEY RUN, Facility Carried by Structure: SR3035
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Poor, 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $36,000, Total Project Cost: $84,000
Structure Number: 19364, Location: STONEY RUN NO.2 (Lat: 40.588456, Lng: -79.163369), Route carried "on" structure: State highway , Year Built: 1961, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,234 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,511 (year 2032), Design Load: HS 20, Features Intersected: STONEY RUN, Facility Carried by Structure: SR3035
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.025, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Superstructure: Poor, Substructure: Fair, Channel: Poor, 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $36,000, Total Project Cost: $84,000
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Structure Number: 19376, Location: MACK PARK (Lat: 40.611803, Lng: -79.158783), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,451 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 12,313 (year 2032), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SR4005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.137, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: 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: Febuary 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $72,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19376, Location: MACK PARK (Lat: 40.611803, Lng: -79.158783), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 12,451 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 12,313 (year 2032), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SR4005
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.137, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: 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: Febuary 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $72,000, Total Project Cost: $246,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19413, Location: CARTER AVENUE (Lat: 40.612547, Lng: -79.157172), Route carried "on" structure: State highway , Year Built: 1957, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,929 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,867 (year 2032), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SR4030
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $88,000, Total Project Cost: $251,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19413, Location: CARTER AVENUE (Lat: 40.612547, Lng: -79.157172), Route carried "on" structure: State highway , Year Built: 1957, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,929 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,867 (year 2032), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SR4030
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $88,000, Total Project Cost: $251,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19525, Location: BTW S 4TH & S CHERRY AVE (Lat: 40.622144, Lng: -79.145033), Route carried "on" structure: City street 7408, Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,260 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: GOMPERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19525, Location: BTW S 4TH & S CHERRY AVE (Lat: 40.622144, Lng: -79.145033), Route carried "on" structure: City street 7408, Year Built: 1961, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,260 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: GOMPERS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19526, Location: BTW S 4TH ST & S 5TH ST (Lat: 40.617808, Lng: -79.147283), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 775 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,085 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: LOCUST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19526, Location: BTW S 4TH ST & S 5TH ST (Lat: 40.617808, Lng: -79.147283), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 775 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,085 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: LOCUST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19527, Location: BTW S 7TH & FLEMING AVE (Lat: 40.613858, Lng: -79.155244), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,200 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19527, Location: BTW S 7TH & FLEMING AVE (Lat: 40.613858, Lng: -79.155244), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,200 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19528, Location: BTW S 4TH & S COULTER AVE (Lat: 40.620533, Lng: -79.145992), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 630 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19528, Location: BTW S 4TH & S COULTER AVE (Lat: 40.620533, Lng: -79.145992), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 630 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SCHOOL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19529, Location: BTW S 4TH & S COULTER AVE (Lat: 40.619714, Lng: -79.146378), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,540 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: WASHINGTON STREET
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 56.2 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: Better than 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: May 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $51,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19529, Location: BTW S 4TH & S COULTER AVE (Lat: 40.619714, Lng: -79.146378), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,540 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: WASHINGTON STREET
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 56.2 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: Better than 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: May 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $51,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1953, Location: INT OF WILLOW & MARYLAND (Lat: 40.615119, Lng: -79.152556), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,330 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: WILLOW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,814,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1953, Location: INT OF WILLOW & MARYLAND (Lat: 40.615119, Lng: -79.152556), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1961, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 950 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,330 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: WILLOW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,814,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19531, Location: INT OF 4TH ST & CHURCH ST (Lat: 40.621594, Lng: -79.145706), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,500 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: 4TH ST & CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 76.0m (249.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19531, Location: INT OF 4TH ST & CHURCH ST (Lat: 40.621594, Lng: -79.145706), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,500 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 3,500 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: 4TH ST & CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 76.0m (249.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19532, Location: BTW E LOCUST ST & ELM ST (Lat: 40.617217, Lng: -79.148314), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,680 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19532, Location: BTW E LOCUST ST & ELM ST (Lat: 40.617217, Lng: -79.148314), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,680 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19533, Location: INT OF S 6TH & GRANT ST (Lat: 40.615814, Lng: -79.151128), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 780 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: 6TH ST & GRANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: May 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19533, Location: INT OF S 6TH & GRANT ST (Lat: 40.615814, Lng: -79.151128), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 780 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: 6TH ST & GRANT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: May 2020, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $5,000, Total Project Cost: $24,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19534, Location: BTW WILLOW & VIRGINIA AVE (Lat: 40.614653, Lng: -79.153506), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,660 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19534, Location: BTW WILLOW & VIRGINIA AVE (Lat: 40.614653, Lng: -79.153506), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,900 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 2,660 (year 2038), Design Load: HS 20, Features Intersected: MARSH RUN, Facility Carried by Structure: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40344, Location: ROSE STREET (Lat: 40.607789, Lng: -79.164033), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,822 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 8,585 (year 2032), Design Load: HS 25 or greater, Features Intersected: STONEY RUN, Facility Carried by Structure: SR3043
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Good, Culverts: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40344, Location: ROSE STREET (Lat: 40.607789, Lng: -79.164033), Route carried "on" structure: State highway , Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,822 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 8,585 (year 2032), Design Load: HS 25 or greater, Features Intersected: STONEY RUN, Facility Carried by Structure: SR3043
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.5m (57.4ft)
Condition: Channel: Good, Culverts: Good, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40711, Location: UPPER TWO LICK (Lat: 40.591319, Lng: -79.139953), Route carried "on" structure: State highway 954, Year Built: 1999, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 8,548 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,144 (year 2032), Design Load: HS 25 or greater, Features Intersected: TWOLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.304, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), 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: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40711, Location: UPPER TWO LICK (Lat: 40.591319, Lng: -79.139953), Route carried "on" structure: State highway 954, Year Built: 1999, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 8,548 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 9,144 (year 2032), Design Load: HS 25 or greater, Features Intersected: TWOLICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.304, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), 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: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47536, Location: 300' E of T-813 (Lat: 40.603314, Lng: -79.173722), Route carried "on" structure: County highway T220, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: McCartney Run, Facility Carried by Structure: T-220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to 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: March 2021
Structure Number: 47536, Location: 300' E of T-813 (Lat: 40.603314, Lng: -79.173722), Route carried "on" structure: County highway T220, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: McCartney Run, Facility Carried by Structure: T-220
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to 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: March 2021
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Structure Number: 48687, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617558, Lng: -79.119292), Route carried "on" structure: US 119, Year Built: 2014, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 4,178 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 5,118 (year 2032), Design Load: HL 93, Features Intersected: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.312, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), 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: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 57.3 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48687, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617558, Lng: -79.119292), Route carried "on" structure: US 119, Year Built: 2014, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 4,178 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 5,118 (year 2032), Design Load: HL 93, Features Intersected: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.312, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), 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: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 57.3 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: 40.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: 48688, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617656, Lng: -79.119667), Route carried "on" structure: US 119, Year Built: 2014, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,219 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 4,950 (year 2032), Design Load: HL 93, Features Intersected: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.322, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48688, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617656, Lng: -79.119667), Route carried "on" structure: US 119, Year Built: 2014, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,219 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 4,950 (year 2032), Design Load: HL 93, Features Intersected: SR 1002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.322, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, 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: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: 56646, Location: Interse of SR 1004 & 0119 (Lat: 40.626561, Lng: -79.117431), Route carried "on" structure: Spur State highway 286T, Year Built: 2020, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 5,437 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 5,618 (year 2032), Design Load: HL 93, Features Intersected: Sr 0119 NB & SB, Facility Carried by Structure: SR1004 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 56646, Location: Interse of SR 1004 & 0119 (Lat: 40.626561, Lng: -79.117431), Route carried "on" structure: Spur State highway 286T, Year Built: 2020, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 5,437 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 5,618 (year 2032), Design Load: HL 93, Features Intersected: Sr 0119 NB & SB, Facility Carried by Structure: SR1004 EB&WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, 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: 7.9m (25.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.1 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: 41.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 67658, Location: INDIANA MALL (Lat: 40.607467, Lng: -79.180817), Route carried "on" structure: State highway 286, Year Built: 2021, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,688 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 12,499 (year 2032), Design Load: HL 93, Features Intersected: McCARTNEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.678, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 52.5 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 67658, Location: INDIANA MALL (Lat: 40.607467, Lng: -79.180817), Route carried "on" structure: State highway 286, Year Built: 2021, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,688 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 12,499 (year 2032), Design Load: HL 93, Features Intersected: McCARTNEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.678, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 52.5 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: 33.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 19024, Location: SULLIVAN NB (Lat: 40.598050, Lng: -79.146850), Route carried "under" structure: State highway 954, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,548 (year 2022), Truck Traffic: 2%, Features Intersected: SR0954, Facility Carried by Structure: SR0119 NB
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 7.009, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 19024, Location: SULLIVAN NB (Lat: 40.598050, Lng: -79.146850), Route carried "under" structure: State highway 954, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,548 (year 2022), Truck Traffic: 2%, Features Intersected: SR0954, Facility Carried by Structure: SR0119 NB
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 7.009, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 19025, Location: SULLIVAN SB (Lat: 40.598625, Lng: -79.146758), Route carried "under" structure: State highway 954, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,548 (year 2022), Truck Traffic: 2%, Features Intersected: SR0954, Facility Carried by Structure: SR0119 SB
Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 7.009, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 19025, Location: SULLIVAN SB (Lat: 40.598625, Lng: -79.146758), Route carried "under" structure: State highway 954, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 8,548 (year 2022), Truck Traffic: 2%, Features Intersected: SR0954, Facility Carried by Structure: SR0119 SB
Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 7.009, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 19093, Location: OAKLAND AVENUE (Lat: 40.596644, Lng: -79.197842), Route carried "under" structure: Bypass US 422, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,722 (year 2021), Truck Traffic: 25%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 13.564, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19093, Location: OAKLAND AVENUE (Lat: 40.596644, Lng: -79.197842), Route carried "under" structure: Bypass US 422, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,722 (year 2021), Truck Traffic: 25%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 13.564, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 19093, Location: OAKLAND AVENUE (Lat: 40.596644, Lng: -79.197842), Route carried "under" structure: Bypass US 422, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 5.83m (19.13ft), Kilometerpoint: 13.557, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19093, Location: OAKLAND AVENUE (Lat: 40.596644, Lng: -79.197842), Route carried "under" structure: Bypass US 422, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 4,305 (year 2021), Truck Traffic: 28%, Features Intersected: SR0422 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 5.83m (19.13ft), Kilometerpoint: 13.557, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 191, Location: RADIO TOWER (Lat: 40.626464, Lng: -79.126294), Route carried "under" structure: Spur State highway 286T, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,769 (year 2022), Truck Traffic: 14%, Features Intersected: SR1004 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.847, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 191, Location: RADIO TOWER (Lat: 40.626464, Lng: -79.126294), Route carried "under" structure: Spur State highway 286T, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,769 (year 2022), Truck Traffic: 14%, Features Intersected: SR1004 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 0.847, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 191, Location: RADIO TOWER (Lat: 40.626464, Lng: -79.126294), Route carried "under" structure: Spur State highway 286T, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,668 (year 2022), Truck Traffic: 4%, Features Intersected: SR1004 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 4.43m (14.53ft), Kilometerpoint: 0.383, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 191, Location: RADIO TOWER (Lat: 40.626464, Lng: -79.126294), Route carried "under" structure: Spur State highway 286T, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 2,668 (year 2022), Truck Traffic: 4%, Features Intersected: SR1004 EB&WB, Facility Carried by Structure: SR0286
Minimum Vertical Clearance: 4.43m (14.53ft), Kilometerpoint: 0.383, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 19152, Location: WATTS HILL (Lat: 40.620247, Lng: -79.226814), Route carried "under" structure: US 422B, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 3,262 (year 2020), Truck Traffic: 7%, Features Intersected: SR4422&SR8018, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 19152, Location: WATTS HILL (Lat: 40.620247, Lng: -79.226814), Route carried "under" structure: US 422B, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 3,262 (year 2020), Truck Traffic: 7%, Features Intersected: SR4422&SR8018, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 19152, Location: WATTS HILL (Lat: 40.620247, Lng: -79.226814), Route carried "under" structure: Ramp State highway , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 684 (year 2022), Truck Traffic: 25%, Features Intersected: SR4422&SR8018, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 19152, Location: WATTS HILL (Lat: 40.620247, Lng: -79.226814), Route carried "under" structure: Ramp State highway , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 684 (year 2022), Truck Traffic: 25%, Features Intersected: SR4422&SR8018, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 5.67m (18.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 19153, Location: WARREN ROAD EB (Lat: 40.606617, Lng: -79.209556), Route carried "under" structure: State highway , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,126 (year 2020), Truck Traffic: 3%, Features Intersected: SR3024, Facility Carried by Structure: SR0422 EB
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 2.284, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19153, Location: WARREN ROAD EB (Lat: 40.606617, Lng: -79.209556), Route carried "under" structure: State highway , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,126 (year 2020), Truck Traffic: 3%, Features Intersected: SR3024, Facility Carried by Structure: SR0422 EB
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 2.284, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 19155, Location: WARREN ROAD WB (Lat: 40.606842, Lng: -79.209383), Route carried "under" structure: State highway , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,126 (year 2020), Truck Traffic: 3%, Features Intersected: SR3024, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 6.62m (21.72ft), Kilometerpoint: 2.284, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19155, Location: WARREN ROAD WB (Lat: 40.606842, Lng: -79.209383), Route carried "under" structure: State highway , Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 1,126 (year 2020), Truck Traffic: 3%, Features Intersected: SR3024, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 6.62m (21.72ft), Kilometerpoint: 2.284, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 19156, Location: RUSTIC LODGE ROAD EB (Lat: 40.588839, Lng: -79.182350), Route carried "under" structure: State highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 624 (year 2021), Truck Traffic: 2%, Features Intersected: SR3033, Facility Carried by Structure: SR0422 EB
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 6.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19156, Location: RUSTIC LODGE ROAD EB (Lat: 40.588839, Lng: -79.182350), Route carried "under" structure: State highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 624 (year 2021), Truck Traffic: 2%, Features Intersected: SR3033, Facility Carried by Structure: SR0422 EB
Minimum Vertical Clearance: 6.35m (20.83ft), Kilometerpoint: 6.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 19157, Location: RUSTIC LODGE ROAD WB (Lat: 40.588981, Lng: -79.182144), Route carried "under" structure: State highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 624 (year 2021), Truck Traffic: 2%, Features Intersected: SR3033, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 6.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19157, Location: RUSTIC LODGE ROAD WB (Lat: 40.588981, Lng: -79.182144), Route carried "under" structure: State highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 624 (year 2021), Truck Traffic: 2%, Features Intersected: SR3033, Facility Carried by Structure: SR0422 WB
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 6.127, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 48687, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617558, Lng: -79.119292), Route carried "under" structure: State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 2,338 (year 2020), Truck Traffic: 2%, Features Intersected: SR 1002, Facility Carried by Structure: SR 0119 NB
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 1.236, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
Structure Number: 48687, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617558, Lng: -79.119292), Route carried "under" structure: State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 2,338 (year 2020), Truck Traffic: 2%, Features Intersected: SR 1002, Facility Carried by Structure: SR 0119 NB
Minimum Vertical Clearance: 6.60m (21.65ft), Kilometerpoint: 1.236, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft)
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Structure Number: 48688, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617656, Lng: -79.119667), Route carried "under" structure: State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 2,338 (year 2020), Truck Traffic: 2%, Features Intersected: SR 1002, Facility Carried by Structure: SR 0119 SB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.236, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 48688, Location: 1 Mi S SR 1004 Inter. (Lat: 40.617656, Lng: -79.119667), Route carried "under" structure: State highway , Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 2,338 (year 2020), Truck Traffic: 2%, Features Intersected: SR 1002, Facility Carried by Structure: SR 0119 SB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.236, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)