Bridge Statistics for Starbrick, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 138ft / 42.1mTotal length
- $1,233,000Total costs
- 39,284Total average daily traffic
- 4,326Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Starbrick
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11950-1959
- 51960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 01980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 7.7%Excellent
- 23.1%Very good
- 38.5%Good
- 7.7%Satisfactory
- 15.4%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 7.7%Excellent
- 23.1%Very good
- 38.5%Good
- 15.4%Satisfactory
- 15.4%Poor
- Bridge Condition - Substructure
- 7.7%Excellent
- 7.7%Very good
- 30.8%Good
- 15.4%Satisfactory
- 30.8%Fair
- 7.7%Serious
- Bridge Condition - Channel
- 7.7%Very good
- 38.5%Good
- 15.4%Satisfactory
- 38.5%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 33964, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842008, Lng: -79.258661), Route carried "on" structure: US 6, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,145 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 10,799 (year 2032), Design Load: HS 20, Features Intersected: OVER IRVINE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.838, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 30 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: 25.2m (82.7ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $143,000, Total Project Cost: $657,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33964, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842008, Lng: -79.258661), Route carried "on" structure: US 6, Year Built: 1968, Year Reconstructed: 2008, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,145 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 10,799 (year 2032), Design Load: HS 20, Features Intersected: OVER IRVINE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.838, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 30 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: 25.2m (82.7ft), Out-to-Out Width: 27.1m (88.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $143,000, Total Project Cost: $657,000, 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: 33966, Location: CONEWANGO TOWNSHIP (Lat: 41.842353, Lng: -79.214608), Route carried "on" structure: US 6, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 9,236 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 13,352 (year 2032), Design Load: H 20, Features Intersected: OVER MORSE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.209, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 33966, Location: CONEWANGO TOWNSHIP (Lat: 41.842353, Lng: -79.214608), Route carried "on" structure: US 6, Year Built: 1950, Year Reconstructed: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 9,236 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 13,352 (year 2032), Design Load: H 20, Features Intersected: OVER MORSE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.209, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3403, Location: PLEASANT TOWNSHIP (Lat: 41.827667, Lng: -79.259683), Route carried "on" structure: US 62, Year Built: 1928, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,034 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,895 (year 2032), Design Load: HS 20, Features Intersected: OVER LENHART RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.673, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3403, Location: PLEASANT TOWNSHIP (Lat: 41.827667, Lng: -79.259683), Route carried "on" structure: US 62, Year Built: 1928, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,034 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 1,895 (year 2032), Design Load: HS 20, Features Intersected: OVER LENHART RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.673, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2021, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 34031, Location: BROKENSTRAW TOWNSHIP (Lat: 41.840447, Lng: -79.253719), Route carried "on" structure: US 62, Year Built: 1985, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 2,025 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,507 (year 2032), Design Load: HS 20, Features Intersected: OVER PRIVATE RD/RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.526, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.9m (98.1ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.00m (59.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34031, Location: BROKENSTRAW TOWNSHIP (Lat: 41.840447, Lng: -79.253719), Route carried "on" structure: US 62, Year Built: 1985, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 2,025 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 2,507 (year 2032), Design Load: HS 20, Features Intersected: OVER PRIVATE RD/RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.526, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.9m (98.1ft), 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: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.00m (59.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: September 2021, 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: 34032, Location: BROKENSTRAW TOWNSHIP (Lat: 41.841972, Lng: -79.256592), Route carried "on" structure: US 62, Year Built: 1968, Year Reconstructed: 2020, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,608 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,165 (year 2032), Design Load: HS 20, Features Intersected: OVER ALLEGHENY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.3 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 34032, Location: BROKENSTRAW TOWNSHIP (Lat: 41.841972, Lng: -79.256592), Route carried "on" structure: US 62, Year Built: 1968, Year Reconstructed: 2020, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,608 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,165 (year 2032), Design Load: HS 20, Features Intersected: OVER ALLEGHENY RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, 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: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.3 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 34192, Location: BROKENSTRAW TOWNSHIP (Lat: 41.839125, Lng: -79.263406), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HS 20, Features Intersected: OVER BROKENSTRAW CREEK, Facility Carried by Structure: SR 3022,GRAND ARMY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 34192, Location: BROKENSTRAW TOWNSHIP (Lat: 41.839125, Lng: -79.263406), Route carried "on" structure: State highway , Year Built: 1969, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HS 20, Features Intersected: OVER BROKENSTRAW CREEK, Facility Carried by Structure: SR 3022,GRAND ARMY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 34227, Location: BROKENSTRAW TOWNSHIP (Lat: 41.854994, Lng: -79.270336), Route carried "on" structure: City street 7201, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 105 (year 2030), Design Load: HS 25 or greater, Features Intersected: OVER IRVINE RUN, Facility Carried by Structure: T-444,IRVINE RUN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $85,000, Total Project Cost: $248,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34227, Location: BROKENSTRAW TOWNSHIP (Lat: 41.854994, Lng: -79.270336), Route carried "on" structure: City street 7201, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 75 (year 2006), Average Future Daily Traffic: 105 (year 2030), Design Load: HS 25 or greater, Features Intersected: OVER IRVINE RUN, Facility Carried by Structure: T-444,IRVINE RUN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $85,000, Total Project Cost: $248,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34228, Location: BROKENSTRAW TOWNSHIP (Lat: 41.859094, Lng: -79.271267), Route carried "on" structure: City street 7201, Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 140 (year 2030), Design Load: H 20, Features Intersected: OVER IRVINE RUN, Facility Carried by Structure: T-444,IRVINE RUN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: October 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $62,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34228, Location: BROKENSTRAW TOWNSHIP (Lat: 41.859094, Lng: -79.271267), Route carried "on" structure: City street 7201, Year Built: 1965, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 140 (year 2030), Design Load: H 20, Features Intersected: OVER IRVINE RUN, Facility Carried by Structure: T-444,IRVINE RUN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Underwater Inspection Date: October 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $13,000, Total Project Cost: $62,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34239, Location: CONEWANGO TOWNSHIP (Lat: 41.839033, Lng: -79.215797), Route carried "on" structure: City street 7204, Year Built: 1970, Year Reconstructed: 2017, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2030), Design Load: HS 25 or greater, Features Intersected: OVER MORSE RUN, Facility Carried by Structure: T-451, RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34239, Location: CONEWANGO TOWNSHIP (Lat: 41.839033, Lng: -79.215797), Route carried "on" structure: City street 7204, Year Built: 1970, Year Reconstructed: 2017, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 140 (year 2030), Design Load: HS 25 or greater, Features Intersected: OVER MORSE RUN, Facility Carried by Structure: T-451, RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34301, Location: BROKENSTRAW TOWNSHIP (Lat: 41.841519, Lng: -79.259317), Route carried "on" structure: Ramp State highway , Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 349 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 527 (year 2032), Design Load: HL 93, Features Intersected: OVER IRVINE RUN, Facility Carried by Structure: RAMP B FROM US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $136,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34301, Location: BROKENSTRAW TOWNSHIP (Lat: 41.841519, Lng: -79.259317), Route carried "on" structure: Ramp State highway , Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 349 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 527 (year 2032), Design Load: HL 93, Features Intersected: OVER IRVINE RUN, Facility Carried by Structure: RAMP B FROM US 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 53.5 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $136,000, 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: 4054, Location: PLEASANT TOWNSHIP (Lat: 41.826233, Lng: -79.189256), Route carried "on" structure: State highway , Year Built: 1999, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 136 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SILL RUN, Facility Carried by Structure: SR 2015,GRUNDERVIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4054, Location: PLEASANT TOWNSHIP (Lat: 41.826233, Lng: -79.189256), Route carried "on" structure: State highway , Year Built: 1999, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 136 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SILL RUN, Facility Carried by Structure: SR 2015,GRUNDERVIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.544, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 93.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41189, Location: PLEASANT TOWNSHIP (Lat: 41.817267, Lng: -79.188161), Route carried "on" structure: State highway , Year Built: 1910, Year Reconstructed: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 580 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SILL RUN, Facility Carried by Structure: SR 3005,PLEASANT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41189, Location: PLEASANT TOWNSHIP (Lat: 41.817267, Lng: -79.188161), Route carried "on" structure: State highway , Year Built: 1910, Year Reconstructed: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 380 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 580 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER SILL RUN, Facility Carried by Structure: SR 3005,PLEASANT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.301, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44893, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842744, Lng: -79.257322), Route carried "on" structure: US 62, Year Built: 2008, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,608 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,165 (year 2032), Design Load: HL 93, Features Intersected: SR 6 GAR HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.482, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44893, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842744, Lng: -79.257322), Route carried "on" structure: US 62, Year Built: 2008, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,608 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 5,165 (year 2032), Design Load: HL 93, Features Intersected: SR 6 GAR HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.482, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: August 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: 45641, Location: CONEWANGO TWP (Lat: 41.847294, Lng: -79.241892), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 36 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 168 (year 2032), Design Load: HL 93, Features Intersected: SCOTTS RUN, Facility Carried by Structure: OLD ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 45641, Location: CONEWANGO TWP (Lat: 41.847294, Lng: -79.241892), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 36 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 168 (year 2032), Design Load: HL 93, Features Intersected: SCOTTS RUN, Facility Carried by Structure: OLD ROUTE 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 53623, Location: BROKENSTRAW TWP (Lat: 41.840994, Lng: -79.258614), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HL 93, Features Intersected: IRVINE RUN, Facility Carried by Structure: SR 3022,OLD RT 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53623, Location: BROKENSTRAW TWP (Lat: 41.840994, Lng: -79.258614), Route carried "on" structure: State highway , Year Built: 2016, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,229 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,486 (year 2032), Design Load: HL 93, Features Intersected: IRVINE RUN, Facility Carried by Structure: SR 3022,OLD RT 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34031, Location: BROKENSTRAW TOWNSHIP (Lat: 41.840447, Lng: -79.253719), Route carried "under" structure: ServiceOther road , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 50 (year 2002), Features Intersected: OVER PRIVATE RD/RIVER, Facility Carried by Structure: SR 62,IRVINE BRDG.
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 34031, Location: BROKENSTRAW TOWNSHIP (Lat: 41.840447, Lng: -79.253719), Route carried "under" structure: ServiceOther road , Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 50 (year 2002), Features Intersected: OVER PRIVATE RD/RIVER, Facility Carried by Structure: SR 62,IRVINE BRDG.
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 44893, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842744, Lng: -79.257322), Route carried "under" structure: US 6, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,519 (year 2021), Truck Traffic: 13%, Features Intersected: SR 6 GAR HIGHWAY
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 36.588, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 44893, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842744, Lng: -79.257322), Route carried "under" structure: US 6, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,519 (year 2021), Truck Traffic: 13%, Features Intersected: SR 6 GAR HIGHWAY
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 36.588, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 44893, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842744, Lng: -79.257322), Route carried "under" structure: US 6, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,553 (year 2021), Truck Traffic: 12%, Features Intersected: SR 6 GAR HIGHWAY
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 36.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 44893, Location: BROKENSTRAW TOWNSHIP (Lat: 41.842744, Lng: -79.257322), Route carried "under" structure: US 6, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 4,553 (year 2021), Truck Traffic: 12%, Features Intersected: SR 6 GAR HIGHWAY
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 36.577, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 19.5m (64.0ft)