Bridge Statistics for Norwich, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 249ft / 75.7mTotal length
- $62,822,000Total costs
- 292,494Total average daily traffic
- 76,268Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Norwich
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 21930-1939
- 11950-1959
- 161960-1969
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 23.5%Excellent
- 23.5%Very good
- 35.3%Good
- 17.6%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Excellent
- 27.8%Very good
- 22.2%Good
- 27.8%Satisfactory
- 5.6%Poor
- 5.6%Serious
- Bridge Condition - Substructure
- 11.1%Excellent
- 27.8%Very good
- 44.4%Good
- 5.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- 9.1%Poor
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Structure Number: 6000665, Location: .7 M W OF JCT I-70 (Lat: 39.973539, Lng: -81.847489), Route carried "on" structure: US 22, Year Built: 1938, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,344 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 4,641 (year 2035), Design Load: H 15, Features Intersected: OVER SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6000665, Location: .7 M W OF JCT I-70 (Lat: 39.973539, Lng: -81.847489), Route carried "on" structure: US 22, Year Built: 1938, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,344 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 4,641 (year 2035), Design Load: H 15, Features Intersected: OVER SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6000843, Location: 1 M E OF JCT I-70 (Lat: 39.977911, Lng: -81.814131), Route carried "on" structure: US 22, Year Built: 1936, Year Reconstructed: 1999, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,037 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 11,155 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER GEORGES RUN & CSX R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.661, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 42.1 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6000843, Location: 1 M E OF JCT I-70 (Lat: 39.977911, Lng: -81.814131), Route carried "on" structure: US 22, Year Built: 1936, Year Reconstructed: 1999, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 8,037 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 11,155 (year 2035), Design Load: HS 20+Mod, Features Intersected: OVER GEORGES RUN & CSX R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.661, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 42.1 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 6003362, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974681, Lng: -81.852289), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20, Features Intersected: IR 70 OVR C82 ARCH HIL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.911, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6003362, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974681, Lng: -81.852289), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20, Features Intersected: IR 70 OVR C82 ARCH HIL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.911, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6003397, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974400, Lng: -81.852119), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR 70 OVR C82 ARCH HIL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.911, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 38.9 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: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6003397, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974400, Lng: -81.852119), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR 70 OVR C82 ARCH HIL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.911, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 38.9 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: 29.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6003451, Location: .7 M W OF JCT US 22 & 40 (Lat: 39.975939, Lng: -81.846531), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20, Features Intersected: IR 70 OVR SALT FORK CREK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.394, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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 minimum 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 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 6003451, Location: .7 M W OF JCT US 22 & 40 (Lat: 39.975939, Lng: -81.846531), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20, Features Intersected: IR 70 OVR SALT FORK CREK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.394, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 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 minimum 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 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: 6003486, Location: .7 M W OF JCT US 22 & 40 (Lat: 39.975619, Lng: -81.846600), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20, Features Intersected: IR 70 OVR SALT FORK CREK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.394, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 48.6 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: 38.9 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 minimum 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 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 6003486, Location: .7 M W OF JCT US 22 & 40 (Lat: 39.975619, Lng: -81.846600), Route carried "on" structure: Interstate 70, Year Built: 1964, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 20,026 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 27,796 (year 2035), Design Load: HS 20, Features Intersected: IR 70 OVR SALT FORK CREK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.394, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 48.6 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: 38.9 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 minimum 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 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: 6003516, Location: AT JCT US 22 & US 40 (Lat: 39.974500, Lng: -81.832369), Route carried "on" structure: Interstate 70, Year Built: 1966, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 17,764 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 24,656 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR 70 OVER US 22 & US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.472, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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
Structure Number: 6003516, Location: AT JCT US 22 & US 40 (Lat: 39.974500, Lng: -81.832369), Route carried "on" structure: Interstate 70, Year Built: 1966, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 17,764 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 24,656 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR 70 OVER US 22 & US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.472, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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
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Structure Number: 600354, Location: AT JCT OF US 22 & US 40 (Lat: 39.974039, Lng: -81.834600), Route carried "on" structure: Interstate 70, Year Built: 1966, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 17,764 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 24,656 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR 70 OVER US 22 & US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.472, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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
Structure Number: 600354, Location: AT JCT OF US 22 & US 40 (Lat: 39.974039, Lng: -81.834600), Route carried "on" structure: Interstate 70, Year Built: 1966, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 17,764 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 24,656 (year 2035), Design Load: HS 20+Mod, Features Intersected: IR 70 OVER US 22 & US 40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.472, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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
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Structure Number: 6003575, Location: .6 M E OF JCT US 22 & 40 (Lat: 39.971739, Lng: -81.824331), Route carried "on" structure: County highway C0199, Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 173 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 50,677 (year 2035), Design Load: HS 20+Mod, Features Intersected: C199 ZANE GREY OVER I70, Facility Carried by Structure: ZANE GREY CR 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 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: 6003575, Location: .6 M E OF JCT US 22 & 40 (Lat: 39.971739, Lng: -81.824331), Route carried "on" structure: County highway C0199, Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 173 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 50,677 (year 2035), Design Load: HS 20+Mod, Features Intersected: C199 ZANE GREY OVER I70, Facility Carried by Structure: ZANE GREY CR 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.484, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.7m (84.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 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: 6003605, Location: 2.4 M E OF JCT US 22 & 40 (Lat: 39.974611, Lng: -81.790861), Route carried "on" structure: County highway C0107, Year Built: 1966, Year Reconstructed: 2017, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 41,343 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 50,677 (year 2039), Design Load: H 15, Features Intersected: C107 SUNDALE RD OVER I70, Facility Carried by Structure: CR 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, 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: 25.0m (82.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete
Structure Number: 6003605, Location: 2.4 M E OF JCT US 22 & 40 (Lat: 39.974611, Lng: -81.790861), Route carried "on" structure: County highway C0107, Year Built: 1966, Year Reconstructed: 2017, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 41,343 (year 2019), Truck Traffic: 22%, Average Future Daily Traffic: 50,677 (year 2039), Design Load: H 15, Features Intersected: C107 SUNDALE RD OVER I70, Facility Carried by Structure: CR 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, 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: 25.0m (82.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very 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: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, 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: Monolithic Concrete
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Structure Number: 6003664, Location: 2.8 MI W OF JCT SR 83 (Lat: 39.977981, Lng: -81.777689), Route carried "on" structure: County highway C0436, Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 385 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 50,677 (year 2035), Design Load: HS 20+Mod, Features Intersected: C436 MOOSE EYE OVER I-70, Facility Carried by Structure: CR 436 MOOSE EYE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 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: 6003664, Location: 2.8 MI W OF JCT SR 83 (Lat: 39.977981, Lng: -81.777689), Route carried "on" structure: County highway C0436, Year Built: 1966, Year Reconstructed: 2009, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 385 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 50,677 (year 2035), Design Load: HS 20+Mod, Features Intersected: C436 MOOSE EYE OVER I-70, Facility Carried by Structure: CR 436 MOOSE EYE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.656, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 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: 603254, Location: 0.14 MI N.OF CLAY PIKE (Lat: 39.929861, Lng: -81.817650), Route carried "on" structure: County highway C0199, Year Built: 1994, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 173 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2035), Design Load: HS 20, Features Intersected: WHITE EYES CREEK, Facility Carried by Structure: ZANE GRAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 603254, Location: 0.14 MI N.OF CLAY PIKE (Lat: 39.929861, Lng: -81.817650), Route carried "on" structure: County highway C0199, Year Built: 1994, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 173 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2035), Design Load: HS 20, Features Intersected: WHITE EYES CREEK, Facility Carried by Structure: ZANE GRAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6048293, Location: .3 MI S OF MURPHY HILL (Lat: 39.999150, Lng: -81.839989), Route carried "on" structure: County highway C0082, Year Built: 2008, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 542 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 752 (year 2035), Design Load: HS 25 or greater, Features Intersected: SALTCREEK, Facility Carried by Structure: ARCH HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 42.1 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: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6048293, Location: .3 MI S OF MURPHY HILL (Lat: 39.999150, Lng: -81.839989), Route carried "on" structure: County highway C0082, Year Built: 2008, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 542 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 752 (year 2035), Design Load: HS 25 or greater, Features Intersected: SALTCREEK, Facility Carried by Structure: ARCH HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.985, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 42.1 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: 32.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 604839, Location: 0.3 MI E OF ARCH HILL RD (Lat: 40.001231, Lng: -81.825581), Route carried "on" structure: County highway T0189, Year Built: 1900, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: SALT CREEK TRIBUTARY, Facility Carried by Structure: CARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 604839, Location: 0.3 MI E OF ARCH HILL RD (Lat: 40.001231, Lng: -81.825581), Route carried "on" structure: County highway T0189, Year Built: 1900, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: SALT CREEK TRIBUTARY, Facility Carried by Structure: CARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 605332, Location: .50 MI N OF CLAY PIKE (Lat: 39.936211, Lng: -81.789961), Route carried "on" structure: County highway T0107, Year Built: 2017, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 42 (year 2037), Design Load: HL 93, Features Intersected: WHITE EYES CREEK, Facility Carried by Structure: SOUTHERN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Poor, Operating Rating: 45.4 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: 35.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Total Project Cost: $62,822,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 605332, Location: .50 MI N OF CLAY PIKE (Lat: 39.936211, Lng: -81.789961), Route carried "on" structure: County highway T0107, Year Built: 2017, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 42 (year 2037), Design Load: HL 93, Features Intersected: WHITE EYES CREEK, Facility Carried by Structure: SOUTHERN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Poor, Operating Rating: 45.4 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: 35.6 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Total Project Cost: $62,822,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6053394, Location: 0.38 MI N OF US 22-40 (Lat: 39.982561, Lng: -81.811539), Route carried "on" structure: County highway T0188, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: GEORGES RUN TRIBUTARY, Facility Carried by Structure: NORWICH VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 6053394, Location: 0.38 MI N OF US 22-40 (Lat: 39.982561, Lng: -81.811539), Route carried "on" structure: County highway T0188, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: GEORGES RUN TRIBUTARY, Facility Carried by Structure: NORWICH VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 6053459, Location: 1.75 MI E OF ARCH HILL RD (Lat: 40.001650, Lng: -81.805031), Route carried "on" structure: County highway T0440, Year Built: 1900, Year Reconstructed: 1951, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: GEORGES RUN TRIBUTARY, Facility Carried by Structure: PIDCOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6053459, Location: 1.75 MI E OF ARCH HILL RD (Lat: 40.001650, Lng: -81.805031), Route carried "on" structure: County highway T0440, Year Built: 1900, Year Reconstructed: 1951, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: HS 20, Features Intersected: GEORGES RUN TRIBUTARY, Facility Carried by Structure: PIDCOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6053475, Location: .54 MI N OF CLAY PIKE (Lat: 39.940681, Lng: -81.776500), Route carried "on" structure: County highway T0615, Year Built: 1955, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: H 15, Features Intersected: WHITE EYES CREEK, Facility Carried by Structure: HARDESTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6053475, Location: .54 MI N OF CLAY PIKE (Lat: 39.940681, Lng: -81.776500), Route carried "on" structure: County highway T0615, Year Built: 1955, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 209 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 290 (year 2035), Design Load: H 15, Features Intersected: WHITE EYES CREEK, Facility Carried by Structure: HARDESTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6003362, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974681, Lng: -81.852289), Route carried "under" structure: County highway 82, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 542 (year 2015), Truck Traffic: 8%, Features Intersected: C82 ARCH HILL UNDER I70, Facility Carried by Structure: WEST BOUND I-70
Minimum Vertical Clearance: 7.70m (25.26ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 6003362, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974681, Lng: -81.852289), Route carried "under" structure: County highway 82, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 542 (year 2015), Truck Traffic: 8%, Features Intersected: C82 ARCH HILL UNDER I70, Facility Carried by Structure: WEST BOUND I-70
Minimum Vertical Clearance: 7.70m (25.26ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 6003397, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974400, Lng: -81.852119), Route carried "under" structure: County highway 82, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 542 (year 2015), Truck Traffic: 8%, Features Intersected: C82 ARCH HILL UNDER I70, Facility Carried by Structure: EAST BOUND I-70
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
Structure Number: 6003397, Location: 1 M W OF JCT US 22 & 40 (Lat: 39.974400, Lng: -81.852119), Route carried "under" structure: County highway 82, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 542 (year 2015), Truck Traffic: 8%, Features Intersected: C82 ARCH HILL UNDER I70, Facility Carried by Structure: EAST BOUND I-70
Minimum Vertical Clearance: 5.01m (16.44ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 11.6m (38.1ft)
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Structure Number: 6003516, Location: AT JCT US 22 & US 40 (Lat: 39.974500, Lng: -81.832369), Route carried "under" structure: US 22, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,691 (year 2015), Truck Traffic: 7%, Features Intersected: US22 & US40 UNDER I70, Facility Carried by Structure: WEST BOUND I-70
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 35.052, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 6003516, Location: AT JCT US 22 & US 40 (Lat: 39.974500, Lng: -81.832369), Route carried "under" structure: US 22, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,691 (year 2015), Truck Traffic: 7%, Features Intersected: US22 & US40 UNDER I70, Facility Carried by Structure: WEST BOUND I-70
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 35.052, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 600354, Location: AT JCT OF US 22 & US 40 (Lat: 39.974039, Lng: -81.834600), Route carried "under" structure: US 22, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,691 (year 2015), Truck Traffic: 7%, Features Intersected: US22 & US40 UNDER I70, Facility Carried by Structure: EAST BOUND I-70
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 34.874, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 600354, Location: AT JCT OF US 22 & US 40 (Lat: 39.974039, Lng: -81.834600), Route carried "under" structure: US 22, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 5,691 (year 2015), Truck Traffic: 7%, Features Intersected: US22 & US40 UNDER I70, Facility Carried by Structure: EAST BOUND I-70
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 34.874, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
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Structure Number: 6003575, Location: .6 M E OF JCT US 22 & 40 (Lat: 39.971739, Lng: -81.824331), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 36,511 (year 2015), Truck Traffic: 29%, Features Intersected: 70 UNDER C199 ZANE GREY, Facility Carried by Structure: ZANE GREY CR 199
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 35.406, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
Structure Number: 6003575, Location: .6 M E OF JCT US 22 & 40 (Lat: 39.971739, Lng: -81.824331), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 36,511 (year 2015), Truck Traffic: 29%, Features Intersected: 70 UNDER C199 ZANE GREY, Facility Carried by Structure: ZANE GREY CR 199
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 35.406, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.7m (84.3ft)
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Structure Number: 6003605, Location: 2.4 M E OF JCT US 22 & 40 (Lat: 39.974611, Lng: -81.790861), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 36,511 (year 2015), Truck Traffic: 29%, Features Intersected: IR 70 UNDR C107 SUNDAL R, Facility Carried by Structure: CR 107
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 38.335, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 6003605, Location: 2.4 M E OF JCT US 22 & 40 (Lat: 39.974611, Lng: -81.790861), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 36,511 (year 2015), Truck Traffic: 29%, Features Intersected: IR 70 UNDR C107 SUNDAL R, Facility Carried by Structure: CR 107
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 38.335, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 6003664, Location: 2.8 MI W OF JCT SR 83 (Lat: 39.977981, Lng: -81.777689), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 36,511 (year 2015), Truck Traffic: 29%, Features Intersected: IR 70 UNDRC436 MOOSE EYE, Facility Carried by Structure: CR 436 MOOSE EYE
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 39.525, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 6003664, Location: 2.8 MI W OF JCT SR 83 (Lat: 39.977981, Lng: -81.777689), Route carried "under" structure: Interstate 70, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 36,511 (year 2015), Truck Traffic: 29%, Features Intersected: IR 70 UNDRC436 MOOSE EYE, Facility Carried by Structure: CR 436 MOOSE EYE
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 39.525, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)