Bridge Statistics for Conneautville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 115ft / 34.7mTotal length
- $2,329,000Total costs
- 11,855Total average daily traffic
- 726Total average daily truck traffic
- 23,921Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Conneautville
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 11900-1909
- 21940-1949
- 11950-1959
- 11960-1969
- 11970-1979
- 41990-1999
- 22000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 25.0%Very good
- 37.5%Good
- 18.8%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 6.3%Excellent
- 25.0%Very good
- 31.3%Good
- 12.5%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 6.3%Excellent
- 12.5%Very good
- 43.8%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 16.7%Good
- 38.9%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Fair
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Structure Number: 1355, Location: AT ETNA INTERCHANGE (Lat: 40.495917, Lng: -79.940378), Route carried "on" structure: State highway , Year Built: 1955, Year Reconstructed: 2012, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 11,583 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $108,000, Total Project Cost: $495,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1355, Location: AT ETNA INTERCHANGE (Lat: 40.495917, Lng: -79.940378), Route carried "on" structure: State highway , Year Built: 1955, Year Reconstructed: 2012, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 11,583 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $108,000, Total Project Cost: $495,000, 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: 12931, Location: SUMMERHILL TOWNSHIP (Lat: 41.749747, Lng: -80.360344), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,640 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,743 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER CONNEAUT CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 78.0 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: Meets minimum limits, 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12931, Location: SUMMERHILL TOWNSHIP (Lat: 41.749747, Lng: -80.360344), Route carried "on" structure: State highway 18, Year Built: 1979, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,640 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,743 (year 2032), Design Load: HS 20+Mod, Features Intersected: OVER CONNEAUT CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 78.0 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: Meets minimum limits, 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: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13067, Location: SUMMERHILL TOWNSHIP (Lat: 41.751406, Lng: -80.353700), Route carried "on" structure: State highway 198, Year Built: 1907, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,046 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,495 (year 2032), Design Load: H 20, Features Intersected: OVER CONNEAUT CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $19,000, Total Project Cost: $86,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13067, Location: SUMMERHILL TOWNSHIP (Lat: 41.751406, Lng: -80.353700), Route carried "on" structure: State highway 198, Year Built: 1907, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,046 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,495 (year 2032), Design Load: H 20, Features Intersected: OVER CONNEAUT CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $19,000, Total Project Cost: $86,000, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13337, Location: CONNEAUT TOWNSHIP (Lat: 41.745828, Lng: -80.390031), Route carried "on" structure: State highway , Year Built: 1943, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 817 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,221 (year 2032), Design Load: H 20, Features Intersected: OVER FOSTER RUN, Facility Carried by Structure: SR 4003,CNNTVLL.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 13337, Location: CONNEAUT TOWNSHIP (Lat: 41.745828, Lng: -80.390031), Route carried "on" structure: State highway , Year Built: 1943, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 817 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,221 (year 2032), Design Load: H 20, Features Intersected: OVER FOSTER RUN, Facility Carried by Structure: SR 4003,CNNTVLL.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 9.2m (30.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 13338, Location: SUMMERHILL TOWNSHIP (Lat: 41.751978, Lng: -80.378864), Route carried "on" structure: State highway , Year Built: 1943, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 817 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,221 (year 2032), Design Load: H 20, Features Intersected: OVER FOSTER RUN, Facility Carried by Structure: SR 4003,CNNTVLL.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 23 months, Inspection Date: April 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $34,000, Total Project Cost: $156,000
Structure Number: 13338, Location: SUMMERHILL TOWNSHIP (Lat: 41.751978, Lng: -80.378864), Route carried "on" structure: State highway , Year Built: 1943, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 817 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,221 (year 2032), Design Load: H 20, Features Intersected: OVER FOSTER RUN, Facility Carried by Structure: SR 4003,CNNTVLL.RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 23 months, Inspection Date: April 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $34,000, Total Project Cost: $156,000
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Structure Number: 13354, Location: SPRING TOWNSHIP (Lat: 41.773903, Lng: -80.380408), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 420 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 404 (year 2032), Design Load: HS 20, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: SR 4008,FISHER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13354, Location: SPRING TOWNSHIP (Lat: 41.773903, Lng: -80.380408), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 420 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 404 (year 2032), Design Load: HS 20, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: SR 4008,FISHER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.434, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1348, Location: SUMMERHILL TOWNSHIP (Lat: 41.707911, Lng: -80.391931), Route carried "on" structure: City street 7225, Year Built: 1990, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 20, Features Intersected: OVER FISH CREEK, Facility Carried by Structure: T-360,TOWNLINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1348, Location: SUMMERHILL TOWNSHIP (Lat: 41.707911, Lng: -80.391931), Route carried "on" structure: City street 7225, Year Built: 1990, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 20, Features Intersected: OVER FISH CREEK, Facility Carried by Structure: T-360,TOWNLINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13549, Location: CONNEAUTVILLE BOROUGH (Lat: 41.765208, Lng: -80.376025), Route carried "on" structure: City street 7406, Year Built: 1889, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 15, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: DEPOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 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: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $264,000, Total Project Cost: $792,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 13549, Location: CONNEAUTVILLE BOROUGH (Lat: 41.765208, Lng: -80.376025), Route carried "on" structure: City street 7406, Year Built: 1889, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 15, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: DEPOT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 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: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $264,000, Total Project Cost: $792,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1355, Location: CONNEAUTVILLE-CENTER ST. (Lat: 41.756550, Lng: -80.370922), Route carried "on" structure: City street 7406, Year Built: 1896, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 15, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 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: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $264,000, Total Project Cost: $800,000, Deck Structure Type: Wood or Timber
Structure Number: 1355, Location: CONNEAUTVILLE-CENTER ST. (Lat: 41.756550, Lng: -80.370922), Route carried "on" structure: City street 7406, Year Built: 1896, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: H 15, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 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: June 2020, Critical Feature Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $264,000, Total Project Cost: $800,000, Deck Structure Type: Wood or Timber
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Structure Number: 40178, Location: CONNEAUTVILLE BOROUGH (Lat: 41.758181, Lng: -80.371411), Route carried "on" structure: State highway 198, Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 588 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 639 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40178, Location: CONNEAUTVILLE BOROUGH (Lat: 41.758181, Lng: -80.371411), Route carried "on" structure: State highway 198, Year Built: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 588 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 639 (year 2032), Design Load: HS 25 or greater, Features Intersected: OVER CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.471, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.60m (15.09ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40373, Location: JEFFERSON ST.,CONNTVLLE. (Lat: 41.755503, Lng: -80.369253), Route carried "on" structure: City street 7406, Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 318 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40373, Location: JEFFERSON ST.,CONNTVLLE. (Lat: 41.755503, Lng: -80.369253), Route carried "on" structure: City street 7406, Year Built: 1998, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 318 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: JEFFERSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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 desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42056, Location: 2 MI.S.CONNEAUTVILLE (Lat: 41.729228, Lng: -80.355775), Route carried "on" structure: City street 7225, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: T-693,FISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 62.6 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 42056, Location: 2 MI.S.CONNEAUTVILLE (Lat: 41.729228, Lng: -80.355775), Route carried "on" structure: City street 7225, Year Built: 2003, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 25 or greater, Features Intersected: OVER CONNEAUT CREEK, Facility Carried by Structure: T-693,FISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 62.6 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 43213, Location: 0.1 MI.SOUTH OF SR 198 (Lat: 41.747708, Lng: -80.409758), Route carried "on" structure: City street 7202, Year Built: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB.CONNEAUT CREEK, Facility Carried by Structure: T-348,COLE 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43213, Location: 0.1 MI.SOUTH OF SR 198 (Lat: 41.747708, Lng: -80.409758), Route carried "on" structure: City street 7202, Year Built: 2000, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIB.CONNEAUT CREEK, Facility Carried by Structure: T-348,COLE 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 44058, Location: 1.4 MI E.CONNEAUTVILLE (Lat: 41.757997, Lng: -80.341156), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: TR.CONNEAUT CK., Facility Carried by Structure: BLUE FALLS 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), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44058, Location: 1.4 MI E.CONNEAUTVILLE (Lat: 41.757997, Lng: -80.341156), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 70 (year 2041), Design Load: HS 20, Features Intersected: TR.CONNEAUT CK., Facility Carried by Structure: BLUE FALLS 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), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4694, Location: SUMMERHILL TWP (Lat: 41.744414, Lng: -80.293906), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 34 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 74 (year 2032), Design Load: HL 93, Features Intersected: RUNDLETOWN CREEK, Facility Carried by Structure: SR 4016, Carr Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 60.9 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4694, Location: SUMMERHILL TWP (Lat: 41.744414, Lng: -80.293906), Route carried "on" structure: State highway , Year Built: 2011, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 34 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 74 (year 2032), Design Load: HL 93, Features Intersected: RUNDLETOWN CREEK, Facility Carried by Structure: SR 4016, Carr Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 60.9 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47598, Location: CONNEAUTVILLE BOROUGH (Lat: 41.757053, Lng: -80.372353), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 817 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,221 (year 2032), Design Load: HL 93, Features Intersected: FOSTER RUN, Facility Carried by Structure: SR 4003,CHESTNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.577, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 64.2 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47598, Location: CONNEAUTVILLE BOROUGH (Lat: 41.757053, Lng: -80.372353), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 817 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,221 (year 2032), Design Load: HL 93, Features Intersected: FOSTER RUN, Facility Carried by Structure: SR 4003,CHESTNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.577, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 64.2 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4761, Location: 0.5 MI W OF CONNEAUTVILLE (Lat: 41.753911, Lng: -80.349306), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2040), Design Load: HL 93, Features Intersected: TRIB TO CONNEAUT CK, Facility Carried by Structure: T-406,SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.9 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4761, Location: 0.5 MI W OF CONNEAUTVILLE (Lat: 41.753911, Lng: -80.349306), Route carried "on" structure: City street , Year Built: 2012, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2040), Design Load: HL 93, Features Intersected: TRIB TO CONNEAUT CK, Facility Carried by Structure: T-406,SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.9 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48272, Location: SUMMERHILL TWP. (Lat: 41.715353, Lng: -80.350117), Route carried "on" structure: City street 689, Year Built: 2013, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2039), Design Load: HL 93, Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48272, Location: SUMMERHILL TWP. (Lat: 41.715353, Lng: -80.350117), Route carried "on" structure: City street 689, Year Built: 2013, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2039), Design Load: HL 93, Features Intersected: CONNEAUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 37.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing