Bridge Statistics for Frizzleburg, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 197ft / 59.9mTotal length
- $2,244,000Total costs
- 67,100Total average daily traffic
- 9,659Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Frizzleburg
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 111970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 41.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 8.3%Poor
- Bridge Condition - Superstructure
- 23.1%Very good
- 53.8%Good
- 15.4%Satisfactory
- 7.7%Poor
- Bridge Condition - Substructure
- 7.7%Very good
- 61.5%Good
- 15.4%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 27.3%Very good
- 9.1%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Fair
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Structure Number: 2221, Location: 3.0 MI N OF MITCHELL ROAD (Lat: 41.100783, Lng: -80.406572), Route carried "on" structure: Interstate 376, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 7,445 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,831 (year 2032), Design Load: HS 20, Features Intersected: HEATHER HEIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.718, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $33,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2221, Location: 3.0 MI N OF MITCHELL ROAD (Lat: 41.100783, Lng: -80.406572), Route carried "on" structure: Interstate 376, Year Built: 1973, Year Reconstructed: 2005, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 7,445 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 8,831 (year 2032), Design Load: HS 20, Features Intersected: HEATHER HEIGHTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.718, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $33,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22212, Location: 1.4 MI S OF SR 208 (Lat: 41.100492, Lng: -80.407411), Route carried "on" structure: Interstate 376, Year Built: 1973, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 7,370 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 9,063 (year 2032), Design Load: HS 20, Features Intersected: TWP RD 605 HEATHER HT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.757, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $150,000, Total Project Cost: $686,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22212, Location: 1.4 MI S OF SR 208 (Lat: 41.100492, Lng: -80.407411), Route carried "on" structure: Interstate 376, Year Built: 1973, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 7,370 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 9,063 (year 2032), Design Load: HS 20, Features Intersected: TWP RD 605 HEATHER HT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.757, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $51,000, Roadway Improvement Cost: $150,000, Total Project Cost: $686,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22214, Location: 1/2 MI. NORTH OF SR 0208 (Lat: 41.119392, Lng: -80.427178), Route carried "on" structure: Interstate 376, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 7,845 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 8,831 (year 2032), Design Load: HS 20, Features Intersected: MERCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22214, Location: 1/2 MI. NORTH OF SR 0208 (Lat: 41.119392, Lng: -80.427178), Route carried "on" structure: Interstate 376, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 7,845 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 8,831 (year 2032), Design Load: HS 20, Features Intersected: MERCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 15.0m (49.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22215, Location: 1/2 MI. N OF SR 0208 (Lat: 41.119328, Lng: -80.427519), Route carried "on" structure: Interstate 376, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 7,603 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,063 (year 2032), Design Load: HS 20, Features Intersected: MERCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.343, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22215, Location: 1/2 MI. N OF SR 0208 (Lat: 41.119328, Lng: -80.427519), Route carried "on" structure: Interstate 376, Year Built: 1973, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 7,603 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 9,063 (year 2032), Design Load: HS 20, Features Intersected: MERCER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.343, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22266, Location: OVER SHENANGO RIVER (Lat: 41.113261, Lng: -80.437158), Route carried "on" structure: State highway 208, Year Built: 1986, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,634 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,879 (year 2032), Design Load: HS 20, Features Intersected: SHENANGO RIVER, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), 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: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum 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: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $107,000, Total Project Cost: $488,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 22266, Location: OVER SHENANGO RIVER (Lat: 41.113261, Lng: -80.437158), Route carried "on" structure: State highway 208, Year Built: 1986, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 3,634 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 3,879 (year 2032), Design Load: HS 20, Features Intersected: SHENANGO RIVER, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.1m (115.2ft), 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: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum 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: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $107,000, Total Project Cost: $488,000, 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: 22267, Location: 1/4 MI. EAST OF SR 0551 (Lat: 41.113903, Lng: -80.426025), Route carried "on" structure: State highway 208, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 3,668 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 5,438 (year 2032), Design Load: HS 20, Features Intersected: SR 0376 EB-WB, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.871, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $201,000, Total Project Cost: $920,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 22267, Location: 1/4 MI. EAST OF SR 0551 (Lat: 41.113903, Lng: -80.426025), Route carried "on" structure: State highway 208, Year Built: 1973, Year Reconstructed: 2003, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 3,668 (year 2022), Truck Traffic: 11%, Average Future Daily Traffic: 5,438 (year 2032), Design Load: HS 20, Features Intersected: SR 0376 EB-WB, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.871, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $201,000, Total Project Cost: $920,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 22472, Location: 3.0 MI SE OF SR 208 (Lat: 41.083072, Lng: -80.391714), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 224 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 391 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB.TO SHENANGO RIVER, Facility Carried by Structure: PULASKI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 22472, Location: 3.0 MI SE OF SR 208 (Lat: 41.083072, Lng: -80.391714), Route carried "on" structure: State highway , Year Built: 1989, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 224 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 391 (year 2032), Design Load: HS 25 or greater, Features Intersected: TRIB.TO SHENANGO RIVER, Facility Carried by Structure: PULASKI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, 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: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 22526, Location: 1.9 MI W/SR 0422 (Lat: 41.053208, Lng: -80.487150), Route carried "on" structure: City street 505, Year Built: 1967, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2038), Design Load: HS 20, Features Intersected: COFFEE RUN TRIBUTARY
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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Open Grating
Structure Number: 22526, Location: 1.9 MI W/SR 0422 (Lat: 41.053208, Lng: -80.487150), Route carried "on" structure: City street 505, Year Built: 1967, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 220 (year 2038), Design Load: HS 20, Features Intersected: COFFEE RUN TRIBUTARY
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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Open Grating
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Structure Number: 2255, Location: 209003 SOUTH OF T-565 INT (Lat: 41.066908, Lng: -80.480242), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2023), Design Load: HS 25 or greater, Features Intersected: COFFEE RUN, Facility Carried by Structure: COFFEE RUN RD
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), 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: 7.9m (25.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2255, Location: 209003 SOUTH OF T-565 INT (Lat: 41.066908, Lng: -80.480242), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 150 (year 2023), Design Load: HS 25 or greater, Features Intersected: COFFEE RUN, Facility Carried by Structure: COFFEE RUN RD
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), 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: 7.9m (25.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40824, Location: 209002 SKILLEN HOLLOW BR (Lat: 41.123119, Lng: -80.395917), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 100 (year 2026), Design Load: HS 25 or greater, Features Intersected: BUCHANNAN RUN, Facility Carried by Structure: ENGLISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40824, Location: 209002 SKILLEN HOLLOW BR (Lat: 41.123119, Lng: -80.395917), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 100 (year 2026), Design Load: HS 25 or greater, Features Intersected: BUCHANNAN RUN, Facility Carried by Structure: ENGLISH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 43485, Location: 0.1 MI NW OF HEATHER HTS (Lat: 41.097653, Lng: -80.411564), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 224 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 391 (year 2032), Design Load: HS 20, Features Intersected: MCCLANAHAN RUN, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
Structure Number: 43485, Location: 0.1 MI NW OF HEATHER HTS (Lat: 41.097653, Lng: -80.411564), Route carried "on" structure: State highway , Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 224 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 391 (year 2032), Design Load: HS 20, Features Intersected: MCCLANAHAN RUN, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.119, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018
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Structure Number: 46331, Location: 1.5 MI W of RT 18 (Lat: 41.080981, Lng: -80.395522), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 413 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 417 (year 2028), Design Load: HS 20, Features Intersected: Shenango River, Facility Carried by Structure: Nashua Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 46331, Location: 1.5 MI W of RT 18 (Lat: 41.080981, Lng: -80.395522), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 413 (year 2011), Truck Traffic: 1%, Average Future Daily Traffic: 417 (year 2028), Design Load: HS 20, Features Intersected: Shenango River, Facility Carried by Structure: Nashua Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 47317, Location: SR 0224 O/MAHONING RIVER (Lat: 41.018683, Lng: -80.440367), Route carried "on" structure: US 224, Year Built: 2012, Status: Open, Structure Length: 16.06m (52.69ft), Average Daily Traffic: 10,377 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 11,562 (year 2032), Design Load: HL 93, Features Intersected: CSX RR , MAHONING RIVER, Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47317, Location: SR 0224 O/MAHONING RIVER (Lat: 41.018683, Lng: -80.440367), Route carried "on" structure: US 224, Year Built: 2012, Status: Open, Structure Length: 16.06m (52.69ft), Average Daily Traffic: 10,377 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 11,562 (year 2032), Design Load: HL 93, Features Intersected: CSX RR , MAHONING RIVER, Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 44.5m (146.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.4 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: 34.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47999, Location: 1778' S. OF SR 208 (Lat: 41.101603, Lng: -80.438808), Route carried "on" structure: State highway 551, Year Built: 2013, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,229 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,330 (year 2018), Design Load: HL 93, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47999, Location: 1778' S. OF SR 208 (Lat: 41.101603, Lng: -80.438808), Route carried "on" structure: State highway 551, Year Built: 2013, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,229 (year 2022), Truck Traffic: 9%, Average Future Daily Traffic: 1,330 (year 2018), Design Load: HL 93, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.093, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48158, Location: 1/2 MI. WEST OF SR 4003 (Lat: 41.043108, Lng: -80.491644), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 489 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: COFFEE RUN, Facility Carried by Structure: SKY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 48.6 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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 2018
Structure Number: 48158, Location: 1/2 MI. WEST OF SR 4003 (Lat: 41.043108, Lng: -80.491644), Route carried "on" structure: State highway , Year Built: 2013, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 489 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,000 (year 2035), Design Load: HL 93, Features Intersected: COFFEE RUN, Facility Carried by Structure: SKY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 48.6 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable 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 2018
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Structure Number: 54788, Location: 209003 SOUTH OF T-565 INT (Lat: 41.066944, Lng: -80.480264), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 60 (year 2040), Design Load: HL 93, Features Intersected: COFFEE RUN, Facility Carried by Structure: COFFEE RUN RD
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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 54788, Location: 209003 SOUTH OF T-565 INT (Lat: 41.066944, Lng: -80.480264), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 60 (year 2040), Design Load: HL 93, Features Intersected: COFFEE RUN, Facility Carried by Structure: COFFEE RUN RD
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: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 40.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 2221, Location: 3.0 MI N OF MITCHELL ROAD (Lat: 41.100783, Lng: -80.406572), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 310 (year 2005), Truck Traffic: 1%, Features Intersected: HEATHER HEIGHTS ROAD, Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 2221, Location: 3.0 MI N OF MITCHELL ROAD (Lat: 41.100783, Lng: -80.406572), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 310 (year 2005), Truck Traffic: 1%, Features Intersected: HEATHER HEIGHTS ROAD, Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 22212, Location: 1.4 MI S OF SR 208 (Lat: 41.100492, Lng: -80.407411), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 310 (year 1993), Truck Traffic: 1%, Features Intersected: TWP RD 605 HEATHER HT, Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 22212, Location: 1.4 MI S OF SR 208 (Lat: 41.100492, Lng: -80.407411), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 310 (year 1993), Truck Traffic: 1%, Features Intersected: TWP RD 605 HEATHER HT, Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 22214, Location: 1/2 MI. NORTH OF SR 0208 (Lat: 41.119392, Lng: -80.427178), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 372 (year 1992), Truck Traffic: 1%, Features Intersected: MERCER ROAD, Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 22214, Location: 1/2 MI. NORTH OF SR 0208 (Lat: 41.119392, Lng: -80.427178), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 372 (year 1992), Truck Traffic: 1%, Features Intersected: MERCER ROAD, Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 22215, Location: 1/2 MI. N OF SR 0208 (Lat: 41.119328, Lng: -80.427519), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 372 (year 1992), Truck Traffic: 1%, Features Intersected: MERCER ROAD, Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 22215, Location: 1/2 MI. N OF SR 0208 (Lat: 41.119328, Lng: -80.427519), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 372 (year 1992), Truck Traffic: 1%, Features Intersected: MERCER ROAD, Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 22267, Location: 1/4 MI. EAST OF SR 0551 (Lat: 41.113903, Lng: -80.426025), Route carried "under" structure: Interstate 376, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,370 (year 2021), Truck Traffic: 19%, Features Intersected: SR 0376 EB-WB, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 22267, Location: 1/4 MI. EAST OF SR 0551 (Lat: 41.113903, Lng: -80.426025), Route carried "under" structure: Interstate 376, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,370 (year 2021), Truck Traffic: 19%, Features Intersected: SR 0376 EB-WB, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 22267, Location: 1/4 MI. EAST OF SR 0551 (Lat: 41.113903, Lng: -80.426025), Route carried "under" structure: Interstate 376, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,445 (year 2021), Truck Traffic: 22%, Features Intersected: SR 0376 EB-WB, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.135, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 22267, Location: 1/4 MI. EAST OF SR 0551 (Lat: 41.113903, Lng: -80.426025), Route carried "under" structure: Interstate 376, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,445 (year 2021), Truck Traffic: 22%, Features Intersected: SR 0376 EB-WB, Facility Carried by Structure: PULASKI RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.135, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 26.2m (86.0ft)