Bridge Statistics for Erie, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 251950-1959
- 141960-1969
- 211970-1979
- 201980-1989
- 231990-1999
- 222000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 41990-1999
- 12000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 1.6%Excellent
- 16.1%Very good
- 43.5%Good
- 22.6%Satisfactory
- 14.5%Fair
- 1.6%Poor
- Bridge Condition - Superstructure
- 6.5%Excellent
- 24.2%Very good
- 30.6%Good
- 17.7%Satisfactory
- 19.4%Fair
- 1.6%Serious
- Bridge Condition - Substructure
- 4.8%Excellent
- 9.7%Very good
- 41.9%Good
- 21.0%Satisfactory
- 22.6%Fair
- Bridge Condition - Channel
- 6.1%Excellent
- 24.2%Very good
- 18.2%Good
- 24.2%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
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Structure Number: 4273, Location: 1 MI.W.OF GAPSVILLE (Lat: 39.956500, Lng: -78.253803), Route carried "on" structure: State highway , Year Built: 1961, Year Reconstructed: 2009, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 325 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 608 (year 2032), Design Load: HL 93, Features Intersected: BRUSH CREEK, Facility Carried by Structure: SR 2024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: Febuary 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $264,000, Total Project Cost: $955,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4273, Location: 1 MI.W.OF GAPSVILLE (Lat: 39.956500, Lng: -78.253803), Route carried "on" structure: State highway , Year Built: 1961, Year Reconstructed: 2009, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 325 (year 2022), Truck Traffic: 12%, Average Future Daily Traffic: 608 (year 2032), Design Load: HL 93, Features Intersected: BRUSH CREEK, Facility Carried by Structure: SR 2024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.380, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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: Febuary 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $264,000, Total Project Cost: $955,000, 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: 15801, Location: CITY OF ERIE (Lat: 42.108258, Lng: -80.122467), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 13,294 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,050 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.131, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $163,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15801, Location: CITY OF ERIE (Lat: 42.108258, Lng: -80.122467), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 13,294 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,050 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.131, Lanes on structure: 2, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 88.9 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $36,000, Total Project Cost: $163,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15803, Location: CITY OF ERIE (Lat: 42.108825, Lng: -80.122378), Route carried "on" structure: State highway 5, Year Built: 1982, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 12,859 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,196 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.130, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $268,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15803, Location: CITY OF ERIE (Lat: 42.108825, Lng: -80.122378), Route carried "on" structure: State highway 5, Year Built: 1982, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 12,859 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 9,196 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.130, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $58,000, Total Project Cost: $268,000, 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: 15805, Location: CITY OF ERIE (Lat: 42.109389, Lng: -80.119394), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 13,294 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,050 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER LINCOLN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.577, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $14,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15805, Location: CITY OF ERIE (Lat: 42.109389, Lng: -80.119394), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 13,294 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 9,050 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER LINCOLN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.577, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $14,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15865, Location: MILL CREEK TOWNSHIP (Lat: 42.102736, Lng: -80.027375), Route carried "on" structure: State highway 8, Year Built: 1929, Year Reconstructed: 1981, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,763 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,336 (year 2032), Design Load: H 15, Features Intersected: OVER MILLCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to 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: June 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $34,000, Total Project Cost: $153,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15865, Location: MILL CREEK TOWNSHIP (Lat: 42.102736, Lng: -80.027375), Route carried "on" structure: State highway 8, Year Built: 1929, Year Reconstructed: 1981, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,763 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,336 (year 2032), Design Load: H 15, Features Intersected: OVER MILLCREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.376, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, 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: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to 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: June 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $34,000, Total Project Cost: $153,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 15892, Location: MILL CREEK TOWNSHIP (Lat: 42.067497, Lng: -80.092733), Route carried "on" structure: US 19, Year Built: 1950, Year Reconstructed: 2020, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 26,815 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 21,331 (year 2032), Design Load: HS 20, Features Intersected: OVER WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.699, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: August 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $280,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 15892, Location: MILL CREEK TOWNSHIP (Lat: 42.067497, Lng: -80.092733), Route carried "on" structure: US 19, Year Built: 1950, Year Reconstructed: 2020, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 26,815 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 21,331 (year 2032), Design Load: HS 20, Features Intersected: OVER WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.699, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable 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: August 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $61,000, Total Project Cost: $280,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 15907, Location: CITY OF ERIE (Lat: 42.092819, Lng: -80.122456), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 6,992 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,649 (year 2032), Design Load: HS 20, Features Intersected: OVER 4017,PITTSBURG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.480, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15907, Location: CITY OF ERIE (Lat: 42.092819, Lng: -80.122456), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 6,992 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,649 (year 2032), Design Load: HS 20, Features Intersected: OVER 4017,PITTSBURG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.480, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, 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: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $50,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 15908, Location: CITY OF ERIE (Lat: 42.093308, Lng: -80.121150), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 6,992 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,649 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.480, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.3m (73.2ft), 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: Fair, Superstructure: Fair, Substructure: 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $128,000, Total Project Cost: $588,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 15908, Location: CITY OF ERIE (Lat: 42.093308, Lng: -80.121150), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 6,992 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 8,649 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.480, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 22.3m (73.2ft), 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: Fair, Superstructure: Fair, Substructure: 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $44,000, Roadway Improvement Cost: $128,000, Total Project Cost: $588,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 15911, Location: CITY OF ERIE (Lat: 42.090000, Lng: -80.121667), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,399 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,923 (year 2032), Design Load: HS 20, Features Intersected: OVER 4017,PITTSBURG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.475, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $50,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15911, Location: CITY OF ERIE (Lat: 42.090000, Lng: -80.121667), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,399 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,923 (year 2032), Design Load: HS 20, Features Intersected: OVER 4017,PITTSBURG AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.475, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $50,000, Total Project Cost: $160,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15912, Location: CITY OF ERIE (Lat: 42.094156, Lng: -80.121750), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 9,399 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,923 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.475, Lanes on structure: 2, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $175,000, Total Project Cost: $804,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 15912, Location: CITY OF ERIE (Lat: 42.094156, Lng: -80.121750), Route carried "on" structure: US 20, Year Built: 1972, Status: Open, Structure Length: 9.48m (31.10ft), Average Daily Traffic: 9,399 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 10,923 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB RAMP C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.475, Lanes on structure: 2, Lanes under structure: 15, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.50m (34.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $175,000, Total Project Cost: $804,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 15982, Location: CITY OF ERIE (Lat: 42.099286, Lng: -80.121792), Route carried "on" structure: Interstate 79, Year Built: 1982, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 20,700 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 21,053 (year 2032), Design Load: HS 20, Features Intersected: OVER WEST 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.763, Lanes on structure: 3, 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: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $116,000, Total Project Cost: $531,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15982, Location: CITY OF ERIE (Lat: 42.099286, Lng: -80.121792), Route carried "on" structure: Interstate 79, Year Built: 1982, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 20,700 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 21,053 (year 2032), Design Load: HS 20, Features Intersected: OVER WEST 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.763, Lanes on structure: 3, 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: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Bridge Improvement Cost: $39,000, Roadway Improvement Cost: $116,000, Total Project Cost: $531,000, 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: 15984, Location: CITY OF ERIE (Lat: 42.099139, Lng: -80.122089), Route carried "on" structure: Interstate 79, Year Built: 1982, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 18,576 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 20,632 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER WEST 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.749, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $108,000, Total Project Cost: $496,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15984, Location: CITY OF ERIE (Lat: 42.099139, Lng: -80.122089), Route carried "on" structure: Interstate 79, Year Built: 1982, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 18,576 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 20,632 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER WEST 21ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.749, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.6 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $108,000, Total Project Cost: $496,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15986, Location: CITY OF ERIE (Lat: 42.102836, Lng: -80.121925), Route carried "on" structure: Interstate 79, Year Built: 1983, Status: Open, Structure Length: 47.64m (156.30ft), Average Daily Traffic: 20,700 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 21,053 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER W 16TH,CSX &NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.669, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.30m (158.46ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 15986, Location: CITY OF ERIE (Lat: 42.102836, Lng: -80.121925), Route carried "on" structure: Interstate 79, Year Built: 1983, Status: Open, Structure Length: 47.64m (156.30ft), Average Daily Traffic: 20,700 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 21,053 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER W 16TH,CSX &NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.669, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.30m (158.46ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1599, Location: CITY OF ERIE (Lat: 42.102622, Lng: -80.122175), Route carried "on" structure: Interstate 79, Year Built: 1983, Status: Open, Structure Length: 47.95m (157.32ft), Average Daily Traffic: 18,576 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 20,632 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER W 16TH,CSX & N&W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.653, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.70m (159.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1599, Location: CITY OF ERIE (Lat: 42.102622, Lng: -80.122175), Route carried "on" structure: Interstate 79, Year Built: 1983, Status: Open, Structure Length: 47.95m (157.32ft), Average Daily Traffic: 18,576 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 20,632 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER W 16TH,CSX & N&W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.653, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 48.70m (159.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16051, Location: SUMMIT TOWNSHIP (Lat: 42.042139, Lng: -80.100567), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,664 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,704 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 90,EB/WB, Facility Carried by Structure: T-534,HAMOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 16051, Location: SUMMIT TOWNSHIP (Lat: 42.042139, Lng: -80.100567), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 3,664 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,704 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 90,EB/WB, Facility Carried by Structure: T-534,HAMOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.10m (23.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 16053, Location: SUMMIT TOWNSHIP (Lat: 42.049344, Lng: -80.081278), Route carried "on" structure: Interstate 90, Year Built: 1995, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 27,409 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 21,530 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SR 0019, PEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.644, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), 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: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16053, Location: SUMMIT TOWNSHIP (Lat: 42.049344, Lng: -80.081278), Route carried "on" structure: Interstate 90, Year Built: 1995, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 27,409 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 21,530 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SR 0019, PEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.644, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), 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: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16054, Location: SUMMIT TOWNSHIP (Lat: 42.049589, Lng: -80.081325), Route carried "on" structure: Interstate 90, Year Built: 1996, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 29,584 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SR 0019, PEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.571, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16054, Location: SUMMIT TOWNSHIP (Lat: 42.049589, Lng: -80.081325), Route carried "on" structure: Interstate 90, Year Built: 1996, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 29,584 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SR 0019, PEACH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.571, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16058, Location: SUMMIT TOWNSHIP (Lat: 42.060881, Lng: -80.056381), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,349 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 90,EB/WB, Facility Carried by Structure: T-548,CHERRY ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 16058, Location: SUMMIT TOWNSHIP (Lat: 42.060881, Lng: -80.056381), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 1,750 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,349 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 90,EB/WB, Facility Carried by Structure: T-548,CHERRY ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 16059, Location: SUMMIT TOWNSHIP (Lat: 42.064856, Lng: -80.048978), Route carried "on" structure: Interstate 90, Year Built: 1995, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 27,409 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 21,530 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER T-558,OLD FRENCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.872, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16059, Location: SUMMIT TOWNSHIP (Lat: 42.064856, Lng: -80.048978), Route carried "on" structure: Interstate 90, Year Built: 1995, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 27,409 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 21,530 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER T-558,OLD FRENCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.872, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16061, Location: SUMMIT TOWNSHIP (Lat: 42.066389, Lng: -80.046278), Route carried "on" structure: Interstate 90, Year Built: 1959, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 42,492 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 95,493 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 16061, Location: SUMMIT TOWNSHIP (Lat: 42.066389, Lng: -80.046278), Route carried "on" structure: Interstate 90, Year Built: 1959, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 42,492 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 95,493 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.656, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.9m (98.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Fair, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 16062, Location: SUMMIT TOWNSHIP (Lat: 42.069814, Lng: -80.039989), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 23,543 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 97,UNION CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.656, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $312,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16062, Location: SUMMIT TOWNSHIP (Lat: 42.069814, Lng: -80.039989), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 23,543 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,530 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 97,UNION CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.656, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $68,000, Total Project Cost: $312,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16063, Location: SUMMIT TOWNSHIP (Lat: 42.070006, Lng: -80.040167), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 24,493 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 97,UNION CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.607, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $34,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16063, Location: SUMMIT TOWNSHIP (Lat: 42.070006, Lng: -80.040167), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1996, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 24,493 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 97,UNION CITY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.607, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $34,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16067, Location: SUMMIT TOWNSHIP (Lat: 42.074947, Lng: -80.032222), Route carried "on" structure: Interstate 90, Year Built: 1996, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 24,493 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER T-568,FOOTMILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.170, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16067, Location: SUMMIT TOWNSHIP (Lat: 42.074947, Lng: -80.032222), Route carried "on" structure: Interstate 90, Year Built: 1996, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 24,493 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER T-568,FOOTMILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.170, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 79.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16068, Location: SUMMIT TOWNSHIP (Lat: 42.078094, Lng: -80.027933), Route carried "on" structure: Interstate 90, Year Built: 1996, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 24,493 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ALLEGHENY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.170, Lanes on 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 - Multiple, 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: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16068, Location: SUMMIT TOWNSHIP (Lat: 42.078094, Lng: -80.027933), Route carried "on" structure: Interstate 90, Year Built: 1996, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 24,493 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 21,602 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER ALLEGHENY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.170, Lanes on 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 - Multiple, 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: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16071, Location: MILL CREEK TOWNSHIP (Lat: 42.093311, Lng: -80.005831), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 21,029 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 13,544 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 8,WATTSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.703, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16071, Location: MILL CREEK TOWNSHIP (Lat: 42.093311, Lng: -80.005831), Route carried "on" structure: Interstate 90, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 21,029 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 13,544 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 8,WATTSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.703, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.40m (17.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16129, Location: SUMMIT TOWNSHIP (Lat: 42.068664, Lng: -80.038819), Route carried "on" structure: State highway 97, Year Built: 1952, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 13,112 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,962 (year 2032), Design Load: H 20, Features Intersected: OVER WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.708, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 16129, Location: SUMMIT TOWNSHIP (Lat: 42.068664, Lng: -80.038819), Route carried "on" structure: State highway 97, Year Built: 1952, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 13,112 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,962 (year 2032), Design Load: H 20, Features Intersected: OVER WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.708, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $65,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1613, Location: MILL CREEK TOWNSHIP (Lat: 42.091681, Lng: -80.056833), Route carried "on" structure: State highway 97, Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,718 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,753 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: 1613, Location: MILL CREEK TOWNSHIP (Lat: 42.091681, Lng: -80.056833), Route carried "on" structure: State highway 97, Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,718 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 12,753 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.123, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: 16179, Location: MILL CREEK TOWNSHIP (Lat: 42.079306, Lng: -80.051472), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,187 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,271 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK BRANCH
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
Structure Number: 16179, Location: MILL CREEK TOWNSHIP (Lat: 42.079306, Lng: -80.051472), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,187 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,271 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK BRANCH
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020
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Structure Number: 1618, Location: MILL CREEK TOWNSHIP (Lat: 42.081172, Lng: -80.054375), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,187 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,271 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK BRANCH
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: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal 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: April 2020
Structure Number: 1618, Location: MILL CREEK TOWNSHIP (Lat: 42.081172, Lng: -80.054375), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,187 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,271 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK BRANCH
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: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal 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: April 2020
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Structure Number: 16181, Location: MILL CREEK TOWNSHIP (Lat: 42.088906, Lng: -80.066375), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,187 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,271 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 16181, Location: MILL CREEK TOWNSHIP (Lat: 42.088906, Lng: -80.066375), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,187 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 11,271 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.629, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 16183, Location: MILL CREEK TOWNSHIP (Lat: 42.092500, Lng: -80.069533), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,095 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,666 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.788, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 16183, Location: MILL CREEK TOWNSHIP (Lat: 42.092500, Lng: -80.069533), Route carried "on" structure: State highway 505, Year Built: 1952, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,095 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,666 (year 2032), Design Load: HS 20, Features Intersected: OVER MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.788, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $14,000, Total Project Cost: $64,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 16188, Location: MILL CREEK TOWNSHIP (Lat: 42.093211, Lng: -80.141125), Route carried "on" structure: State highway 832, Year Built: 1996, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 15,369 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 15,843 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER NS & CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Better than present minimum criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16188, Location: MILL CREEK TOWNSHIP (Lat: 42.093211, Lng: -80.141125), Route carried "on" structure: State highway 832, Year Built: 1996, Status: Open, Structure Length: 9.94m (32.61ft), Average Daily Traffic: 15,369 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 15,843 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER NS & CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.030, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Better than present minimum criteria, Length Of Structure Improvement: 10.90m (35.76ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 162, Location: MILL CREEK TOWNSHIP (Lat: 42.085694, Lng: -80.026667), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,113 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,847 (year 2032), Design Load: H 20, Features Intersected: OVER CSX RAILROAD, Facility Carried by Structure: SR 1001,LK.PLSNT.R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.402, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $85,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 162, Location: MILL CREEK TOWNSHIP (Lat: 42.085694, Lng: -80.026667), Route carried "on" structure: State highway , Year Built: 1954, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,113 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,847 (year 2032), Design Load: H 20, Features Intersected: OVER CSX RAILROAD, Facility Carried by Structure: SR 1001,LK.PLSNT.R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.402, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $85,000, Total Project Cost: $389,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 16201, Location: MILL CREEK TOWNSHIP (Lat: 42.097367, Lng: -80.037853), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,113 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,847 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER MILL CREEK, Facility Carried by Structure: SR 1001,LK.PLSNT.R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.037, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), 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: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16201, Location: MILL CREEK TOWNSHIP (Lat: 42.097367, Lng: -80.037853), Route carried "on" structure: State highway , Year Built: 1986, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,113 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,847 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER MILL CREEK, Facility Carried by Structure: SR 1001,LK.PLSNT.R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.037, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), 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: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16367, Location: SUMMIT TOWNSHIP (Lat: 42.045369, Lng: -80.115844), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 3,036 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,499 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4010,HERSHEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.411, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $155,000, Total Project Cost: $711,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16367, Location: SUMMIT TOWNSHIP (Lat: 42.045369, Lng: -80.115844), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 9.02m (29.59ft), Average Daily Traffic: 3,036 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 3,499 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4010,HERSHEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.411, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $155,000, Total Project Cost: $711,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16375, Location: MILL CREEK TOWNSHIP (Lat: 42.065883, Lng: -80.105931), Route carried "on" structure: State highway , Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 10,675 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 24,286 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4012,ZIMMERLY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.262, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $138,000, Total Project Cost: $632,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16375, Location: MILL CREEK TOWNSHIP (Lat: 42.065883, Lng: -80.105931), Route carried "on" structure: State highway , Year Built: 1965, Year Reconstructed: 1988, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 10,675 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 24,286 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4012,ZIMMERLY R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.262, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $47,000, Roadway Improvement Cost: $138,000, Total Project Cost: $632,000, 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: 16383, Location: CITY OF ERIE (Lat: 42.077706, Lng: -80.110908), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 7,486 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,096 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4014,W GRNDVIEW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.980, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $889,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 16383, Location: CITY OF ERIE (Lat: 42.077706, Lng: -80.110908), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 7,486 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 14,096 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4014,W GRNDVIEW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.980, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.60m (24.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $66,000, Roadway Improvement Cost: $194,000, Total Project Cost: $889,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 16385, Location: CITY OF ERIE (Lat: 42.084244, Lng: -80.115025), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 13,851 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 16,254 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4016,38TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.434, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $458,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 16385, Location: CITY OF ERIE (Lat: 42.084244, Lng: -80.115025), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 13,851 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 16,254 (year 2032), Design Load: HS 20, Features Intersected: OVER SR 79,NB/SB, Facility Carried by Structure: SR 4016,38TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.434, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $100,000, Total Project Cost: $458,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric