Bridge Statistics for Cochranton, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 207ft / 62.8mTotal length
- $2,741,000Total costs
- 24,777Total average daily traffic
- 2,471Total average daily truck traffic
- 29,810Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cochranton
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21900-1909
- 11910-1919
- 11930-1939
- 21950-1959
- 41960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 10.5%Excellent
- 21.1%Very good
- 36.8%Good
- 15.8%Satisfactory
- 10.5%Fair
- 5.3%Poor
- Bridge Condition - Superstructure
- 21.1%Excellent
- 26.3%Very good
- 21.1%Good
- 21.1%Satisfactory
- 5.3%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 21.1%Excellent
- 5.3%Very good
- 31.6%Good
- 15.8%Satisfactory
- 15.8%Fair
- 10.5%Poor
- Bridge Condition - Channel
- 22.7%Very good
- 22.7%Good
- 18.2%Satisfactory
- 31.8%Fair
- 4.5%Poor
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 13061, Location: WAYNE TOWNSHIP (Lat: 41.525728, Lng: -80.031833), Route carried "on" structure: State highway 173, Year Built: 1988, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,228 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 2,763 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.275, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), 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: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13061, Location: WAYNE TOWNSHIP (Lat: 41.525728, Lng: -80.031833), Route carried "on" structure: State highway 173, Year Built: 1988, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,228 (year 2022), Truck Traffic: 18%, Average Future Daily Traffic: 2,763 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.275, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), 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: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $64,000, 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: 13062, Location: WAYNE TOWNSHIP (Lat: 41.537525, Lng: -80.012353), Route carried "on" structure: State highway 173, Year Built: 1988, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,223 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 2,634 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), 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: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $64,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13062, Location: WAYNE TOWNSHIP (Lat: 41.537525, Lng: -80.012353), Route carried "on" structure: State highway 173, Year Built: 1988, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,223 (year 2022), Truck Traffic: 17%, Average Future Daily Traffic: 2,634 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), 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: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 38.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $64,000, 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: 13097, Location: FAIRFIELD TOWNSHIP (Lat: 41.529336, Lng: -80.115658), Route carried "on" structure: State highway 285, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,031 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 2,413 (year 2032), Design Load: H 20, Features Intersected: OVER TOWN HOUSE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.548, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13097, Location: FAIRFIELD TOWNSHIP (Lat: 41.529336, Lng: -80.115658), Route carried "on" structure: State highway 285, Year Built: 1937, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,031 (year 2022), Truck Traffic: 13%, Average Future Daily Traffic: 2,413 (year 2032), Design Load: H 20, Features Intersected: OVER TOWN HOUSE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.548, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 74.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $6,000, Total Project Cost: $28,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13113, Location: WAYNE TOWNSHIP (Lat: 41.524933, Lng: -80.040756), Route carried "on" structure: US 322, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,497 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,568 (year 2032), Design Load: HS 20, Features Intersected: OVER LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $55,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 13113, Location: WAYNE TOWNSHIP (Lat: 41.524933, Lng: -80.040756), Route carried "on" structure: US 322, Year Built: 1962, Year Reconstructed: 1983, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 3,497 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 4,568 (year 2032), Design Load: HS 20, Features Intersected: OVER LITTLE SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 9.8m (32.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.90m (22.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $55,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 13234, Location: EAST FAIRFIELD TOWNSHIP (Lat: 41.548747, Lng: -80.105375), Route carried "on" structure: State highway , Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 827 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 923 (year 2032), Design Load: HS 20, Features Intersected: OVER FRENCH CREEK, Facility Carried by Structure: SR 2005,SHAWS LAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $134,000, Total Project Cost: $612,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13234, Location: EAST FAIRFIELD TOWNSHIP (Lat: 41.548747, Lng: -80.105375), Route carried "on" structure: State highway , Year Built: 1968, Year Reconstructed: 2009, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 827 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 923 (year 2032), Design Load: HS 20, Features Intersected: OVER FRENCH CREEK, Facility Carried by Structure: SR 2005,SHAWS LAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $134,000, Total Project Cost: $612,000, 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: 13236, Location: EAST FAIRFIELD TOWNSHIP (Lat: 41.566636, Lng: -80.059481), Route carried "on" structure: State highway , Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 797 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,257 (year 2032), Design Load: H 20, Features Intersected: OVER MUD RUN, Facility Carried by Structure: SR 2007, PETTIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $25,000, Total Project Cost: $51,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13236, Location: EAST FAIRFIELD TOWNSHIP (Lat: 41.566636, Lng: -80.059481), Route carried "on" structure: State highway , Year Built: 1952, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 797 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,257 (year 2032), Design Load: H 20, Features Intersected: OVER MUD RUN, Facility Carried by Structure: SR 2007, PETTIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.871, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $25,000, Total Project Cost: $51,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1324, Location: EAST MEAD TOWNSHIP (Lat: 41.591750, Lng: -80.046692), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 314 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 265 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK, Facility Carried by Structure: SR 2009,WAYLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $25,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1324, Location: EAST MEAD TOWNSHIP (Lat: 41.591750, Lng: -80.046692), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 314 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 265 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK, Facility Carried by Structure: SR 2009,WAYLAND RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $25,000, Total Project Cost: $55,000, 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: 13242, Location: WAYNE TOWNSHIP (Lat: 41.526197, Lng: -80.032814), Route carried "on" structure: State highway , Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 318 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 460 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK, Facility Carried by Structure: SR 2010,FRANKLIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: Better than 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: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13242, Location: WAYNE TOWNSHIP (Lat: 41.526197, Lng: -80.032814), Route carried "on" structure: State highway , Year Built: 1966, Year Reconstructed: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 318 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 460 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK, Facility Carried by Structure: SR 2010,FRANKLIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.298, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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: Better than 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: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13247, Location: EAST FAIRFIELD TOWNSHIP (Lat: 41.575264, Lng: -80.072536), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 274 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2032), Design Load: H 20, Features Intersected: OVER MUD RUN, Facility Carried by Structure: SR 2014,FREYERMUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $179,000
Structure Number: 13247, Location: EAST FAIRFIELD TOWNSHIP (Lat: 41.575264, Lng: -80.072536), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 274 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2032), Design Load: H 20, Features Intersected: OVER MUD RUN, Facility Carried by Structure: SR 2014,FREYERMUTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.087, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $39,000, Total Project Cost: $179,000
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Structure Number: 13274, Location: WAYNE TOWNSHIP (Lat: 41.538622, Lng: -79.994583), Route carried "on" structure: State highway , Year Built: 1901, Year Reconstructed: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 64 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: OVER DECKARDS RUN, Facility Carried by Structure: SR 2030,DRAKE H.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $26,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13274, Location: WAYNE TOWNSHIP (Lat: 41.538622, Lng: -79.994583), Route carried "on" structure: State highway , Year Built: 1901, Year Reconstructed: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 64 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: OVER DECKARDS RUN, Facility Carried by Structure: SR 2030,DRAKE H.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $26,000, Total Project Cost: $41,000, 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: 13425, Location: 1.75 MI.N.OF COCHRANTON (Lat: 41.564672, Lng: -80.047417), Route carried "on" structure: City street 7207, Year Built: 1910, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 20, Features Intersected: OVER LT.SUGAR CREEK, Facility Carried by Structure: T-399 (GRIFFEN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $264,000, Total Project Cost: $618,000, Deck Structure Type: Open Grating
Structure Number: 13425, Location: 1.75 MI.N.OF COCHRANTON (Lat: 41.564672, Lng: -80.047417), Route carried "on" structure: City street 7207, Year Built: 1910, Year Reconstructed: 1969, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 20, Features Intersected: OVER LT.SUGAR CREEK, Facility Carried by Structure: T-399 (GRIFFEN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $264,000, Total Project Cost: $618,000, Deck Structure Type: Open Grating
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Structure Number: 13429, Location: 2.7 MI. SW. FRENCHTOWN (Lat: 41.590958, Lng: -80.065383), Route carried "on" structure: City street 7209, Year Built: 1955, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: OVER LITTLE SUGAR BRANCH, Facility Carried by Structure: T-642,SMITH ROAD
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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13429, Location: 2.7 MI. SW. FRENCHTOWN (Lat: 41.590958, Lng: -80.065383), Route carried "on" structure: City street 7209, Year Built: 1955, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: OVER LITTLE SUGAR BRANCH, Facility Carried by Structure: T-642,SMITH ROAD
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: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 13435, Location: .7 MI.NW. SR 0285 (Lat: 41.539808, Lng: -80.105239), Route carried "on" structure: City street 7210, Year Built: 1897, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 20, Features Intersected: OVER CONNEAUT OUTLET, Facility Carried by Structure: T-620,WIGHTMAN RD.
Minimum Vertical Clearance: 3.43m (11.25ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $264,000, Total Project Cost: $807,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 13435, Location: .7 MI.NW. SR 0285 (Lat: 41.539808, Lng: -80.105239), Route carried "on" structure: City street 7210, Year Built: 1897, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 20, Features Intersected: OVER CONNEAUT OUTLET, Facility Carried by Structure: T-620,WIGHTMAN RD.
Minimum Vertical Clearance: 3.43m (11.25ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $264,000, Total Project Cost: $807,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 25932, Location: FRENCH CREEK TOWNSHIP (Lat: 41.462333, Lng: -80.021353), Route carried "on" structure: State highway , Year Built: 1996, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 177 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 107 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER NORTH DEER CREEK, Facility Carried by Structure: SR 1015,NEW LBANON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 29.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25932, Location: FRENCH CREEK TOWNSHIP (Lat: 41.462333, Lng: -80.021353), Route carried "on" structure: State highway , Year Built: 1996, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 177 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 107 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER NORTH DEER CREEK, Facility Carried by Structure: SR 1015,NEW LBANON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 29.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $25,000, Total Project Cost: $63,000, 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: 2613, Location: FRENCH CREEK TWP. (Lat: 41.484806, Lng: -80.031033), Route carried "on" structure: City street 7207, Year Built: 1905, Year Reconstructed: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 25 or greater, Features Intersected: OVER FRENCH CREEK BRANCH, Facility Carried by Structure: BRIDGE 650,T-895
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Poor, Operating Rating: 75.3 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: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $57,000, Deck Structure Type: Wood or Timber
Structure Number: 2613, Location: FRENCH CREEK TWP. (Lat: 41.484806, Lng: -80.031033), Route carried "on" structure: City street 7207, Year Built: 1905, Year Reconstructed: 2013, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 30 (year 2039), Design Load: HS 25 or greater, Features Intersected: OVER FRENCH CREEK BRANCH, Facility Carried by Structure: BRIDGE 650,T-895
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Poor, Channel: Poor, Operating Rating: 75.3 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: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $57,000, Deck Structure Type: Wood or Timber
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Structure Number: 26131, Location: HOLIBAUGH RD,FRENCH CREEK (Lat: 41.481472, Lng: -80.016147), Route carried "on" structure: City street 7207, Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: OVER POWDER MILL CREEK, Facility Carried by Structure: BRIDGE 602,T-897
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 26131, Location: HOLIBAUGH RD,FRENCH CREEK (Lat: 41.481472, Lng: -80.016147), Route carried "on" structure: City street 7207, Year Built: 1977, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 32 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 40 (year 2039), Design Load: HS 20, Features Intersected: OVER POWDER MILL CREEK, Facility Carried by Structure: BRIDGE 602,T-897
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 40898, Location: COCHRANTON BOROUGH (Lat: 41.522522, Lng: -80.049758), Route carried "on" structure: Spur State highway , Year Built: 2000, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,202 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,917 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK, Facility Carried by Structure: SR 2022,N.FRANKLIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40898, Location: COCHRANTON BOROUGH (Lat: 41.522522, Lng: -80.049758), Route carried "on" structure: Spur State highway , Year Built: 2000, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,202 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,917 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER LITTLE SUGAR CREEK, Facility Carried by Structure: SR 2022,N.FRANKLIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47087, Location: FAIRFIELD TWP (Lat: 41.517817, Lng: -80.059078), Route carried "on" structure: State highway 285, Year Built: 2012, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,601 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,366 (year 2032), Design Load: HL 93, Features Intersected: WYMANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.133, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 46.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47087, Location: FAIRFIELD TWP (Lat: 41.517817, Lng: -80.059078), Route carried "on" structure: State highway 285, Year Built: 2012, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 2,601 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,366 (year 2032), Design Load: HL 93, Features Intersected: WYMANS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.133, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 46.3 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 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: 47855, Location: FRENCH CREEK TWP (Lat: 41.476636, Lng: -80.020308), Route carried "on" structure: City street 860, Year Built: 2012, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 641 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 900 (year 2039), Design Load: HL 93, Features Intersected: POWDERMILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 7.5m (24.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 47855, Location: FRENCH CREEK TWP (Lat: 41.476636, Lng: -80.020308), Route carried "on" structure: City street 860, Year Built: 2012, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 641 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 900 (year 2039), Design Load: HL 93, Features Intersected: POWDERMILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 7.5m (24.6ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 48296, Location: WAYNE TWP. (Lat: 41.538267, Lng: -80.008031), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 433 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 577 (year 2032), Design Load: HL 93, Features Intersected: DECKARDS RUN, Facility Carried by Structure: SR 2018,DECKARDS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48296, Location: WAYNE TWP. (Lat: 41.538267, Lng: -80.008031), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 433 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 577 (year 2032), Design Load: HL 93, Features Intersected: DECKARDS RUN, Facility Carried by Structure: SR 2018,DECKARDS R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48828, Location: FRENCH CREEK TWP. (Lat: 41.471528, Lng: -80.018358), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 412 (year 2032), Design Load: HL 93, Features Intersected: FRENCH CREEK, Facility Carried by Structure: SR 1015 CARLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.242, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 42.4 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: 32.7 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48828, Location: FRENCH CREEK TWP. (Lat: 41.471528, Lng: -80.018358), Route carried "on" structure: State highway , Year Built: 2014, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 412 (year 2032), Design Load: HL 93, Features Intersected: FRENCH CREEK, Facility Carried by Structure: SR 1015 CARLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.242, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.5m (136.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 42.4 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: 32.7 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: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52833, Location: FAIRFIELD TWP (Lat: 41.518392, Lng: -80.054117), Route carried "on" structure: State highway 173, Year Built: 2015, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 4,057 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 4,708 (year 2032), Design Load: HL 93, Features Intersected: OVER FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 52833, Location: FAIRFIELD TWP (Lat: 41.518392, Lng: -80.054117), Route carried "on" structure: State highway 173, Year Built: 2015, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 4,057 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 4,708 (year 2032), Design Load: HL 93, Features Intersected: OVER FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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