Bridge Statistics for Marion, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21900-1909
- 21940-1949
- 11950-1959
- 491960-1969
- 101970-1979
- 111980-1989
- 121990-1999
- 12000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 21980-1989
- 51990-1999
- 32000-2009
- Bridge Condition - Deck
- 20.5%Excellent
- 47.9%Very good
- 20.5%Good
- 11.0%Satisfactory
- Bridge Condition - Superstructure
- 24.7%Excellent
- 45.2%Very good
- 20.5%Good
- 8.2%Satisfactory
- 1.4%Fair
- Bridge Condition - Substructure
- 16.4%Excellent
- 47.9%Very good
- 13.7%Good
- 17.8%Satisfactory
- 4.1%Fair
- Bridge Condition - Channel
- 37.5%Excellent
- 35.7%Very good
- 8.9%Good
- 14.3%Satisfactory
- 3.6%Fair
- Bridge Condition - Culverts
- 50.0%Excellent
- 16.7%Good
- 33.3%Satisfactory
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Structure Number: 5100127, Location: 8.17 MI N. OF SR203 (Lat: 40.589439, Lng: -83.127339), Route carried "on" structure: State highway 4, Year Built: 1967, Year Reconstructed: 2003, Status: Open, Structure Length: 24.56m (80.58ft), Average Daily Traffic: 4,210 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 5,843 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.717, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.2 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: 55.1 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5100127, Location: 8.17 MI N. OF SR203 (Lat: 40.589439, Lng: -83.127339), Route carried "on" structure: State highway 4, Year Built: 1967, Year Reconstructed: 2003, Status: Open, Structure Length: 24.56m (80.58ft), Average Daily Traffic: 4,210 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 5,843 (year 2035), Design Load: HS 25 or greater, Features Intersected: OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.717, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 84.2 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: 55.1 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 5100178, Location: 0.05 MI N. OF SR423 (Lat: 40.616831, Lng: -83.131411), Route carried "on" structure: State highway 4, Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,397 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 8,879 (year 2035), Design Load: HS 20, Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5100178, Location: 0.05 MI N. OF SR423 (Lat: 40.616831, Lng: -83.131411), Route carried "on" structure: State highway 4, Year Built: 1985, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 6,397 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 8,879 (year 2035), Design Load: HS 20, Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5100194, Location: 2.20 MI N. OF SR423 (Lat: 40.649989, Lng: -83.120331), Route carried "on" structure: State highway 4, Year Built: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,422 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 4,750 (year 2035), Design Load: HS 20+Mod, Features Intersected: SALMON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.798, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5100194, Location: 2.20 MI N. OF SR423 (Lat: 40.649989, Lng: -83.120331), Route carried "on" structure: State highway 4, Year Built: 1989, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,422 (year 2015), Truck Traffic: 16%, Average Future Daily Traffic: 4,750 (year 2035), Design Load: HS 20+Mod, Features Intersected: SALMON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.798, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5100224, Location: 1.48 MI N. OF US23 (Lat: 40.682800, Lng: -83.097539), Route carried "on" structure: State highway 4, Year Built: 1988, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 4,905 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 6,808 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.934, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5100224, Location: 1.48 MI N. OF US23 (Lat: 40.682800, Lng: -83.097539), Route carried "on" structure: State highway 4, Year Built: 1988, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 4,905 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 6,808 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCKY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.934, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 510024, Location: 0.57 MI S OF SR47 (Lat: 40.588889, Lng: -83.130461), Route carried "on" structure: Alternate State highway 4D, Year Built: 1968, Status: Open, Structure Length: 24.32m (79.79ft), Average Daily Traffic: 3,572 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 4,958 (year 2035), Design Load: HS 20, Features Intersected: OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 510024, Location: 0.57 MI S OF SR47 (Lat: 40.588889, Lng: -83.130461), Route carried "on" structure: Alternate State highway 4D, Year Built: 1968, Status: Open, Structure Length: 24.32m (79.79ft), Average Daily Traffic: 3,572 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 4,958 (year 2035), Design Load: HS 20, Features Intersected: OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 16, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5100453, Location: 4.0 MI N OF SR98 (Lat: 40.520281, Lng: -83.074739), Route carried "on" structure: County highway C0108, Year Built: 1967, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 542 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 27,995 (year 2038), Design Load: H 15, Features Intersected: US 23, Facility Carried by Structure: CR 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5100453, Location: 4.0 MI N OF SR98 (Lat: 40.520281, Lng: -83.074739), Route carried "on" structure: County highway C0108, Year Built: 1967, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 542 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 27,995 (year 2038), Design Load: H 15, Features Intersected: US 23, Facility Carried by Structure: CR 108
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5100488, Location: 1.0MI.S.OF SR529 (Lat: 40.535031, Lng: -83.074589), Route carried "on" structure: County highway C0106, Year Built: 1967, Year Reconstructed: 2011, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 1,339 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 27,995 (year 2038), Design Load: HS 20+Mod, Features Intersected: US 23, Facility Carried by Structure: CR-106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: 5100488, Location: 1.0MI.S.OF SR529 (Lat: 40.535031, Lng: -83.074589), Route carried "on" structure: County highway C0106, Year Built: 1967, Year Reconstructed: 2011, Status: Open, Structure Length: 6.66m (21.85ft), Average Daily Traffic: 1,339 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 27,995 (year 2038), Design Load: HS 20+Mod, Features Intersected: US 23, Facility Carried by Structure: CR-106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 19.2m (63.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: 5100518, Location: 0.21 MI S. OF SR529 (Lat: 40.546431, Lng: -83.074589), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: GRAVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
Structure Number: 5100518, Location: 0.21 MI S. OF SR529 (Lat: 40.546431, Lng: -83.074589), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: GRAVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 5100542, Location: 0.21 MI. S. OF SR529 (Lat: 40.546311, Lng: -83.074331), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: GRAVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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
Structure Number: 5100542, Location: 0.21 MI. S. OF SR529 (Lat: 40.546311, Lng: -83.074331), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: GRAVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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
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Structure Number: 5100577, Location: OVER SR529-0279 (Lat: 40.549331, Lng: -83.074550), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: OVER SR529-0279
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5100577, Location: OVER SR529-0279 (Lat: 40.549331, Lng: -83.074550), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: OVER SR529-0279
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5100607, Location: OVER SR529-0281 (Lat: 40.549331, Lng: -83.074281), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: OVER SR529-0281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5100607, Location: OVER SR529-0281 (Lat: 40.549331, Lng: -83.074281), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 10,085 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 13,998 (year 2038), Design Load: HS 20, Features Intersected: OVER SR529-0281
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.649, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5100631, Location: UNDER CR 169 (Lat: 40.568369, Lng: -83.074211), Route carried "on" structure: County highway C0169, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 2,193 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 27,995 (year 2038), Design Load: H 15, Features Intersected: US 23, Facility Carried by Structure: CR 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 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: 5100631, Location: UNDER CR 169 (Lat: 40.568369, Lng: -83.074211), Route carried "on" structure: County highway C0169, Year Built: 1967, Year Reconstructed: 1999, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 2,193 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 27,995 (year 2038), Design Load: H 15, Features Intersected: US 23, Facility Carried by Structure: CR 169
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 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: 5100666, Location: OVER 95 1789 (Lat: 40.581111, Lng: -83.076189), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 10,745 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 14,914 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 95 1789
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5100666, Location: OVER 95 1789 (Lat: 40.581111, Lng: -83.076189), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 10,745 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 14,914 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 95 1789
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 510069, Location: OVER 95 1791 (Lat: 40.581119, Lng: -83.075900), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 10,745 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 14,914 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 95 1791
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 510069, Location: OVER 95 1791 (Lat: 40.581119, Lng: -83.075900), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 10,745 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 14,914 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 95 1791
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 510072, Location: OVER SR 309-1928 (Lat: 40.594431, Lng: -83.083669), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 10,986 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 15,249 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER SR 309-1928
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 510072, Location: OVER SR 309-1928 (Lat: 40.594431, Lng: -83.083669), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 10,986 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 15,249 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER SR 309-1928
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 5100755, Location: OVER SR 309-1930 (Lat: 40.594550, Lng: -83.083450), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 10,986 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 15,249 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER SR 309-1930
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 5100755, Location: OVER SR 309-1930 (Lat: 40.594550, Lng: -83.083450), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 10,986 (year 2018), Truck Traffic: 23%, Average Future Daily Traffic: 15,249 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER SR 309-1930
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.815, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 5100844, Location: 0.43 MI N OF SR309 (Lat: 40.600269, Lng: -83.086961), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 10,566 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 14,666 (year 2038), Design Load: HS 20, Features Intersected: OVER CSX RR & CR 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to 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: Latex Concrete
Structure Number: 5100844, Location: 0.43 MI N OF SR309 (Lat: 40.600269, Lng: -83.086961), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 10,566 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 14,666 (year 2038), Design Load: HS 20, Features Intersected: OVER CSX RR & CR 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to 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: Latex Concrete
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Structure Number: 5100879, Location: 0.43 MI N OF SR309 (Lat: 40.600339, Lng: -83.086711), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 10,566 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 14,666 (year 2038), Design Load: HS 20, Features Intersected: OVER CSX RR & CR 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to 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: Latex Concrete
Structure Number: 5100879, Location: 0.43 MI N OF SR309 (Lat: 40.600339, Lng: -83.086711), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 10,566 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 14,666 (year 2038), Design Load: HS 20, Features Intersected: OVER CSX RR & CR 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.507, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to 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: Latex Concrete
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Structure Number: 5100925, Location: 1.57 MI N OF SR309 (Lat: 40.615769, Lng: -83.094500), Route carried "on" structure: County highway C0162, Year Built: 1971, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 3,516 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 26,411 (year 2038), Design Load: HS 20, Features Intersected: OVER USR 23-1265, Facility Carried by Structure: CR-162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 5100925, Location: 1.57 MI N OF SR309 (Lat: 40.615769, Lng: -83.094500), Route carried "on" structure: County highway C0162, Year Built: 1971, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 3,516 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 26,411 (year 2038), Design Load: HS 20, Features Intersected: OVER USR 23-1265, Facility Carried by Structure: CR-162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 5100933, Location: 2.54 MI N OF SR 309 (Lat: 40.629769, Lng: -83.096981), Route carried "on" structure: County highway C0167, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 690 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 23,492 (year 2038), Design Load: HS 20+Mod, Features Intersected: US 23, Facility Carried by Structure: CR 167
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 5100933, Location: 2.54 MI N OF SR 309 (Lat: 40.629769, Lng: -83.096981), Route carried "on" structure: County highway C0167, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 690 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 23,492 (year 2038), Design Load: HS 20+Mod, Features Intersected: US 23, Facility Carried by Structure: CR 167
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 5100968, Location: 3.85 MI N OF SR309 (Lat: 40.647800, Lng: -83.102111), Route carried "on" structure: US 23, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,463 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 11,747 (year 2038), Design Load: HS 20, Features Intersected: OVER NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Integral Concrete
Structure Number: 5100968, Location: 3.85 MI N OF SR309 (Lat: 40.647800, Lng: -83.102111), Route carried "on" structure: US 23, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,463 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 11,747 (year 2038), Design Load: HS 20, Features Intersected: OVER NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Integral Concrete
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Structure Number: 5100992, Location: 3.85 MI N OF SR309 (Lat: 40.648000, Lng: -83.101931), Route carried "on" structure: US 23, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,463 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 11,747 (year 2038), Design Load: HS 20, Features Intersected: OVER NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Integral Concrete
Structure Number: 5100992, Location: 3.85 MI N OF SR309 (Lat: 40.648000, Lng: -83.101931), Route carried "on" structure: US 23, Year Built: 1966, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 8,463 (year 2018), Truck Traffic: 26%, Average Future Daily Traffic: 11,747 (year 2038), Design Load: HS 20, Features Intersected: OVER NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.044, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Integral Concrete
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Structure Number: 5101026, Location: OVER 4 1699 (Lat: 40.663931, Lng: -83.110511), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,415 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 11,680 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 4 1699
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 5101026, Location: OVER 4 1699 (Lat: 40.663931, Lng: -83.110511), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,415 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 11,680 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 4 1699
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 510105, Location: OVER 4 1701 (Lat: 40.664161, Lng: -83.110331), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,415 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 11,680 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 4 1701
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
Structure Number: 510105, Location: OVER 4 1701 (Lat: 40.664161, Lng: -83.110331), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,415 (year 2018), Truck Traffic: 28%, Average Future Daily Traffic: 11,680 (year 2038), Design Load: HS 20+Mod, Features Intersected: OVER 4 1701
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.975, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Integral Concrete
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Structure Number: 5101085, Location: 0.37 MI N OF SR4 (Lat: 40.671750, Lng: -83.116361), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: ROCK FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
Structure Number: 5101085, Location: 0.37 MI N OF SR4 (Lat: 40.671750, Lng: -83.116361), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: ROCK FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 5101115, Location: 0.37 MI N OF SR4 (Lat: 40.671881, Lng: -83.116150), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: ROCK FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
Structure Number: 5101115, Location: 0.37 MI N OF SR4 (Lat: 40.671881, Lng: -83.116150), Route carried "on" structure: US 23, Year Built: 1967, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: ROCK FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.957, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable 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
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Structure Number: 5101174, Location: 0.79 MI N OF SR4 (Lat: 40.673769, Lng: -83.118361), Route carried "on" structure: County highway C0026, Year Built: 1967, Status: Open, Structure Length: 8.57m (28.12ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 23,228 (year 2038), Design Load: H 15, Features Intersected: OVER USR 23-1692, Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5101174, Location: 0.79 MI N OF SR4 (Lat: 40.673769, Lng: -83.118361), Route carried "on" structure: County highway C0026, Year Built: 1967, Status: Open, Structure Length: 8.57m (28.12ft), Average Daily Traffic: 210 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 23,228 (year 2038), Design Load: H 15, Features Intersected: OVER USR 23-1692, Facility Carried by Structure: CR 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.258, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5101204, Location: 2.02 MI N OF SR4 (Lat: 40.684931, Lng: -83.136011), Route carried "on" structure: US 23, Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 5101204, Location: 2.02 MI N OF SR4 (Lat: 40.684931, Lng: -83.136011), Route carried "on" structure: US 23, Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 5101239, Location: 2.02 MI N OF SR4 (Lat: 40.685139, Lng: -83.135969), Route carried "on" structure: US 23, Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 5101239, Location: 2.02 MI N OF SR4 (Lat: 40.685139, Lng: -83.135969), Route carried "on" structure: US 23, Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 8,368 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 11,615 (year 2038), Design Load: HS 20+Mod, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.210, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 61.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, 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: 5101654, Location: 1.38 MI E OF SR 203 (Lat: 40.612400, Lng: -83.191661), Route carried "on" structure: State highway 309, Year Built: 1968, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 3,565 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,948 (year 2035), Design Load: H 20, Features Intersected: LYDDANE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.487, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5101654, Location: 1.38 MI E OF SR 203 (Lat: 40.612400, Lng: -83.191661), Route carried "on" structure: State highway 309, Year Built: 1968, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 3,565 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,948 (year 2035), Design Load: H 20, Features Intersected: LYDDANE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.487, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5101697, Location: 1.78 MI E OF SR203 (Lat: 40.611419, Lng: -83.183661), Route carried "on" structure: State highway 309, Year Built: 1983, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,565 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,948 (year 2035), Design Load: H 20, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.179, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5101697, Location: 1.78 MI E OF SR203 (Lat: 40.611419, Lng: -83.183661), Route carried "on" structure: State highway 309, Year Built: 1983, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,565 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,948 (year 2035), Design Load: H 20, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.179, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 12 months, Inspection Date: May 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: 5101727, Location: 2.6 MI E OF SR203 (Lat: 40.604800, Lng: -83.170811), Route carried "on" structure: State highway 309, Year Built: 1984, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 3,565 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,948 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK SWALE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5101727, Location: 2.6 MI E OF SR203 (Lat: 40.604800, Lng: -83.170811), Route carried "on" structure: State highway 309, Year Built: 1984, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 3,565 (year 2015), Truck Traffic: 11%, Average Future Daily Traffic: 4,948 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROCK SWALE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5101735, Location: 1 MI W. OF US RT 23 (Lat: 40.589969, Lng: -83.092519), Route carried "on" structure: State highway 309, Year Built: 1998, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 13,059 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 18,126 (year 2035), Design Load: HS 20, Features Intersected: GRAVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5101735, Location: 1 MI W. OF US RT 23 (Lat: 40.589969, Lng: -83.092519), Route carried "on" structure: State highway 309, Year Built: 1998, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 13,059 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 18,126 (year 2035), Design Load: HS 20, Features Intersected: GRAVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.610, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 510251, Location: 0.93 MI E OF SR203 (Lat: 40.585911, Lng: -83.199911), Route carried "on" structure: State highway 95, Year Built: 1975, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 2,624 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 3,642 (year 2035), Design Load: HS 20, Features Intersected: LITTLE SCIOTO OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 510251, Location: 0.93 MI E OF SR203 (Lat: 40.585911, Lng: -83.199911), Route carried "on" structure: State highway 95, Year Built: 1975, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 2,624 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 3,642 (year 2035), Design Load: HS 20, Features Intersected: LITTLE SCIOTO OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5102545, Location: 1.27 MI E OF SR203 (Lat: 40.585950, Lng: -83.193431), Route carried "on" structure: State highway 95, Year Built: 1983, Status: Open, Structure Length: 3.24m (10.63ft), Average Daily Traffic: 2,624 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 3,642 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5102545, Location: 1.27 MI E OF SR203 (Lat: 40.585950, Lng: -83.193431), Route carried "on" structure: State highway 95, Year Built: 1983, Status: Open, Structure Length: 3.24m (10.63ft), Average Daily Traffic: 2,624 (year 2015), Truck Traffic: 12%, Average Future Daily Traffic: 3,642 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE SCIOTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.928, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, 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, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5102561, Location: 4.49 MI E OF SR203 (Lat: 40.584350, Lng: -83.141589), Route carried "on" structure: State highway 95, Year Built: 1975, Status: Open, Structure Length: 18.26m (59.91ft), Average Daily Traffic: 4,654 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,460 (year 2035), Design Load: HS 20, Features Intersected: COLUMBIA O CSX RR/STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.094, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Integral Concrete
Structure Number: 5102561, Location: 4.49 MI E OF SR203 (Lat: 40.584350, Lng: -83.141589), Route carried "on" structure: State highway 95, Year Built: 1975, Status: Open, Structure Length: 18.26m (59.91ft), Average Daily Traffic: 4,654 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 6,460 (year 2035), Design Load: HS 20, Features Intersected: COLUMBIA O CSX RR/STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.094, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: Integral Concrete
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Structure Number: 5102588, Location: 0.62 MI W OF US23 (Lat: 40.581089, Lng: -83.088081), Route carried "on" structure: State highway 95, Year Built: 1965, Year Reconstructed: 1971, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 23,882 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 33,148 (year 2035), Design Load: HS 20, Features Intersected: GRAVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.067, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5102588, Location: 0.62 MI W OF US23 (Lat: 40.581089, Lng: -83.088081), Route carried "on" structure: State highway 95, Year Built: 1965, Year Reconstructed: 1971, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 23,882 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 33,148 (year 2035), Design Load: HS 20, Features Intersected: GRAVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.067, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 5102626, Location: 0.98 MI E OF US23 (Lat: 40.581750, Lng: -83.057681), Route carried "on" structure: State highway 95, Year Built: 1976, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 9,418 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 13,072 (year 2035), Design Load: HS 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.658, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5102626, Location: 0.98 MI E OF US23 (Lat: 40.581750, Lng: -83.057681), Route carried "on" structure: State highway 95, Year Built: 1976, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 9,418 (year 2015), Truck Traffic: 9%, Average Future Daily Traffic: 13,072 (year 2035), Design Load: HS 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.658, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5102642, Location: 0.36 MI E OF SR98 (Lat: 40.582031, Lng: -83.033431), Route carried "on" structure: State highway 95, Year Built: 1969, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,493 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 7,624 (year 2035), Design Load: HS 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5102642, Location: 0.36 MI E OF SR98 (Lat: 40.582031, Lng: -83.033431), Route carried "on" structure: State highway 95, Year Built: 1969, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,493 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 7,624 (year 2035), Design Load: HS 20, Features Intersected: RIFFLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up