Bridge Statistics for Lithopolis, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 79ft / 23.6mTotal length
- $140,000,000Total costs
- 28,511Total average daily traffic
- 1,389Total average daily truck traffic
- 39,573Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lithopolis
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11920-1929
- 41930-1939
- 11950-1959
- 11980-1989
- 51990-1999
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Excellent
- 41.7%Very good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 50.0%Very good
- 8.3%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 8.3%Excellent
- 50.0%Very good
- 33.3%Good
- 8.3%Fair
- Bridge Condition - Channel
- 13.3%Excellent
- 13.3%Very good
- 33.3%Good
- 20.0%Satisfactory
- 6.7%Fair
- 13.3%Poor
- Bridge Condition - Culverts
- 33.3%Excellent
- 33.3%Very good
- 33.3%Fair
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Structure Number: 233326, Location: 2.5 MI E OF S.R. 674 (Lat: 39.748219, Lng: -82.776131), Route carried "on" structure: County highway C0041, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,242 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,724 (year 2035), Design Load: HS 20, Features Intersected: T LITTLE WALNUT CR(CR 41, Facility Carried by Structure: BLO-26 MARCY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 233326, Location: 2.5 MI E OF S.R. 674 (Lat: 39.748219, Lng: -82.776131), Route carried "on" structure: County highway C0041, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,242 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,724 (year 2035), Design Load: HS 20, Features Intersected: T LITTLE WALNUT CR(CR 41, Facility Carried by Structure: BLO-26 MARCY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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 minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2334933, Location: 0.6 MI W OF C.R. 25 (Lat: 39.803319, Lng: -82.775000), Route carried "on" structure: County highway C0186, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 508 (year 2035), Design Load: HS 20, Features Intersected: T WALNUT CR(SLOUGH RD NW, Facility Carried by Structure: BLO-33 SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2334933, Location: 0.6 MI W OF C.R. 25 (Lat: 39.803319, Lng: -82.775000), Route carried "on" structure: County highway C0186, Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 366 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 508 (year 2035), Design Load: HS 20, Features Intersected: T WALNUT CR(SLOUGH RD NW, Facility Carried by Structure: BLO-33 SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2517264, Location: 1.09 MI. N. OF PIC. CO. (Lat: 39.810911, Lng: -82.822781), Route carried "on" structure: State highway 674, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,604 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 6,390 (year 2035), Design Load: HS 20, Features Intersected: LISLE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: 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: 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 2517264, Location: 1.09 MI. N. OF PIC. CO. (Lat: 39.810911, Lng: -82.822781), Route carried "on" structure: State highway 674, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,604 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 6,390 (year 2035), Design Load: HS 20, Features Intersected: LISLE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: 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: 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 2517272, Location: 0.2 MI SOUTH OF GENDER RD (Lat: 39.818961, Lng: -82.827181), Route carried "on" structure: State highway 674, Year Built: 1921, Year Reconstructed: 1981, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 10,507 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 14,584 (year 2035), Design Load: HS 20+Mod, Features Intersected: BISHOP RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, 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: 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: Built-up
Structure Number: 2517272, Location: 0.2 MI SOUTH OF GENDER RD (Lat: 39.818961, Lng: -82.827181), Route carried "on" structure: State highway 674, Year Built: 1921, Year Reconstructed: 1981, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 10,507 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 14,584 (year 2035), Design Load: HS 20+Mod, Features Intersected: BISHOP RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, 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: 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: Built-up
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Structure Number: 2531666, Location: NEAR RICHARDSON RD (Lat: 39.797419, Lng: -82.870389), Route carried "on" structure: County highway C0233, Year Built: 1938, Year Reconstructed: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 948 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,316 (year 2035), Design Load: HS 20+Mod, Features Intersected: KOEBEL DITCH(LOND&LANC), Facility Carried by Structure: LONDON & LANCASTER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2531666, Location: NEAR RICHARDSON RD (Lat: 39.797419, Lng: -82.870389), Route carried "on" structure: County highway C0233, Year Built: 1938, Year Reconstructed: 1985, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 948 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,316 (year 2035), Design Load: HS 20+Mod, Features Intersected: KOEBEL DITCH(LOND&LANC), Facility Carried by Structure: LONDON & LANCASTER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.647, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: 45.4 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 2532255, Location: 0.5 MI EAST OF OREGON RD (Lat: 39.804050, Lng: -82.833650), Route carried "on" structure: County highway C0226, Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,397 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,939 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG RUN(ELDER ROAD), Facility Carried by Structure: ELDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 13.4m (44.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2532255, Location: 0.5 MI EAST OF OREGON RD (Lat: 39.804050, Lng: -82.833650), Route carried "on" structure: County highway C0226, Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,397 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,939 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG RUN(ELDER ROAD), Facility Carried by Structure: ELDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 13.4m (44.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: 2534436, Location: 0.4 MI NORTH OF ELDER RD (Lat: 39.809450, Lng: -82.841931), Route carried "on" structure: County highway C0222, Year Built: 1981, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,511 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,097 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG RUN(OREGON), Facility Carried by Structure: OREGON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 2534436, Location: 0.4 MI NORTH OF ELDER RD (Lat: 39.809450, Lng: -82.841931), Route carried "on" structure: County highway C0222, Year Built: 1981, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 1,511 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 2,097 (year 2035), Design Load: HS 20+Mod, Features Intersected: BIG RUN(OREGON), Facility Carried by Structure: OREGON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 6503578, Location: 4.94 MI N OF SR752 (Lat: 39.794139, Lng: -82.824350), Route carried "on" structure: State highway 674, Year Built: 1956, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,528 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,285 (year 2035), Design Load: H 15, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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: August 2021
Structure Number: 6503578, Location: 4.94 MI N OF SR752 (Lat: 39.794139, Lng: -82.824350), Route carried "on" structure: State highway 674, Year Built: 1956, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 4,528 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 6,285 (year 2035), Design Load: H 15, Features Intersected: BIG RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Fair, 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: 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: August 2021
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Structure Number: 6530001, Location: 0.2M N of Perrill Rd T-09 (Lat: 39.784800, Lng: -82.857961), Route carried "on" structure: County highway C0008, Year Built: 2014, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Design Load: HL 93, Features Intersected: Stream, Facility Carried by Structure: Winchester Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 55.1 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: 42.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6530001, Location: 0.2M N of Perrill Rd T-09 (Lat: 39.784800, Lng: -82.857961), Route carried "on" structure: County highway C0008, Year Built: 2014, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Design Load: HL 93, Features Intersected: Stream, Facility Carried by Structure: Winchester Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 55.1 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: 42.1 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6531644, Location: 0.4 MI E. OF GOODMAN ROAD (Lat: 39.782981, Lng: -82.875069), Route carried "on" structure: County highway T0093, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 46 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 64 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF WALNUT CREEK, Facility Carried by Structure: PERRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6531644, Location: 0.4 MI E. OF GOODMAN ROAD (Lat: 39.782981, Lng: -82.875069), Route carried "on" structure: County highway T0093, Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 46 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 64 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF WALNUT CREEK, Facility Carried by Structure: PERRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6531814, Location: 0.6 MI E. OF GOODMAN ROAD (Lat: 39.782739, Lng: -82.870819), Route carried "on" structure: County highway T093, Year Built: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 46 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 64 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF WALNUT CREEK, Facility Carried by Structure: PERRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6531814, Location: 0.6 MI E. OF GOODMAN ROAD (Lat: 39.782739, Lng: -82.870819), Route carried "on" structure: County highway T093, Year Built: 1991, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 46 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 64 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF WALNUT CREEK, Facility Carried by Structure: PERRILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Poor, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6532161, Location: JUNCTION OF DUVALL ROAD (Lat: 39.767939, Lng: -82.867011), Route carried "on" structure: County highway C0008, Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Design Load: HS 20+Mod, Features Intersected: Slate Run, Facility Carried by Structure: Winchester Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.822, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6532161, Location: JUNCTION OF DUVALL ROAD (Lat: 39.767939, Lng: -82.867011), Route carried "on" structure: County highway C0008, Year Built: 2016, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Design Load: HS 20+Mod, Features Intersected: Slate Run, Facility Carried by Structure: Winchester Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.822, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6532179, Location: 0.4 MI S. OF PERRILL ROAD (Lat: 39.775000, Lng: -82.861669), Route carried "on" structure: County highway C008, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Features Intersected: OVER DITCH, Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.675, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6532179, Location: 0.4 MI S. OF PERRILL ROAD (Lat: 39.775000, Lng: -82.861669), Route carried "on" structure: County highway C008, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Features Intersected: OVER DITCH, Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.675, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6532187, Location: 0.1 MI N. OF PERRILL ROAD (Lat: 39.783900, Lng: -82.858500), Route carried "on" structure: County highway C0008, Year Built: 1933, Year Reconstructed: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF WALNUT CREEK, Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.38m (79.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $10,000,000, Total Project Cost: $140,000,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 6532187, Location: 0.1 MI N. OF PERRILL ROAD (Lat: 39.783900, Lng: -82.858500), Route carried "on" structure: County highway C0008, Year Built: 1933, Year Reconstructed: 2016, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 779 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,081 (year 2035), Design Load: HS 20+Mod, Features Intersected: BRANCH OF WALNUT CREEK, Facility Carried by Structure: WINCHESTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.785, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.38m (79.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Roadway Improvement Cost: $10,000,000, Total Project Cost: $140,000,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 656066, Location: NEAR SLATE RUN FARM (Lat: 39.753689, Lng: -82.844211), Route carried "on" structure: Other road 4, Year Built: 1998, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2026), Design Load: HS 20+Mod, Features Intersected: SLATE RUN, Facility Carried by Structure: SLATE RUN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 656066, Location: NEAR SLATE RUN FARM (Lat: 39.753689, Lng: -82.844211), Route carried "on" structure: Other road 4, Year Built: 1998, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 278 (year 2026), Design Load: HS 20+Mod, Features Intersected: SLATE RUN, Facility Carried by Structure: SLATE RUN PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, 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: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing