Bridge Statistics for Massillon, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 74Number of bridges
- 830ft / 253mTotal length
- 501,709Total average daily traffic
- 66,161Total average daily truck traffic
- 444,734Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Massillon
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21920-1929
- 21930-1939
- 51940-1949
- 151950-1959
- 211960-1969
- 211970-1979
- 11980-1989
- 21990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 41970-1979
- 41980-1989
- 11990-1999
- 112000-2009
- Bridge Condition - Deck
- 4.4%Excellent
- 22.2%Very good
- 26.7%Good
- 37.8%Satisfactory
- 4.4%Fair
- 4.4%Poor
- Bridge Condition - Superstructure
- 12.8%Excellent
- 19.1%Very good
- 36.2%Good
- 14.9%Satisfactory
- 12.8%Fair
- 4.3%Poor
- Bridge Condition - Substructure
- 4.3%Excellent
- 29.8%Very good
- 23.4%Good
- 25.5%Satisfactory
- 12.8%Fair
- 2.1%Poor
- 2.1%Serious
- Bridge Condition - Channel
- 5.9%Excellent
- 17.6%Very good
- 32.4%Good
- 26.5%Satisfactory
- 11.8%Fair
- 5.9%Poor
- Bridge Condition - Culverts
- 16.7%Good
- 50.0%Satisfactory
- 33.3%Fair
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Structure Number: 7632037, Location: 0.4 MI. W. OF 1ST ST. (Lat: 40.799372, Lng: -81.531478), Route carried "on" structure: City street CHERY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2039), Design Load: HS 20+Mod, Features Intersected: CHESSIE AND CON RAIL RRS, Facility Carried by Structure: PE0721 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7632037, Location: 0.4 MI. W. OF 1ST ST. (Lat: 40.799372, Lng: -81.531478), Route carried "on" structure: City street CHERY, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 3,444 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 4,780 (year 2039), Design Load: HS 20+Mod, Features Intersected: CHESSIE AND CON RAIL RRS, Facility Carried by Structure: PE0721 CHERRY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 7632096, Location: 0.2 MI. W. OF ERIE AVE. (Lat: 40.787572, Lng: -81.523286), Route carried "on" structure: City street WLNUT, Year Built: 1944, Year Reconstructed: 1992, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,829 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 5,315 (year 2039), Design Load: H 20, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE1724 WALNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7632096, Location: 0.2 MI. W. OF ERIE AVE. (Lat: 40.787572, Lng: -81.523286), Route carried "on" structure: City street WLNUT, Year Built: 1944, Year Reconstructed: 1992, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 3,829 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 5,315 (year 2039), Design Load: H 20, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE1724 WALNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.101, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, 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: 7632258, Location: 0.8 MI. W. OF TR242 (Lat: 40.809372, Lng: -81.499025), Route carried "on" structure: County highway C0240, Year Built: 1914, Year Reconstructed: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,617 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,796 (year 2039), Design Load: HS 20, Features Intersected: HESS DITCH, Facility Carried by Structure: PE0413 HANKINS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.8 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: 49.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 7632258, Location: 0.8 MI. W. OF TR242 (Lat: 40.809372, Lng: -81.499025), Route carried "on" structure: County highway C0240, Year Built: 1914, Year Reconstructed: 1988, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,617 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 7,796 (year 2039), Design Load: HS 20, Features Intersected: HESS DITCH, Facility Carried by Structure: PE0413 HANKINS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.8 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: 49.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 7632568, Location: 0.7 MI. E. OF SR241 (Lat: 40.764069, Lng: -81.581431), Route carried "on" structure: County highway T0335, Year Built: 1950, Status: Posted for load, Structure Length: 0.29m (0.95ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,928 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: TU2320 BARRS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7632568, Location: 0.7 MI. E. OF SR241 (Lat: 40.764069, Lng: -81.581431), Route carried "on" structure: County highway T0335, Year Built: 1950, Status: Posted for load, Structure Length: 0.29m (0.95ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 3,928 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: TU2320 BARRS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 98.0m (321.5ft), Skew: 6 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 24.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633262, Location: 0.1 MI. S. OF SR687 (Lat: 40.859186, Lng: -81.510550), Route carried "on" structure: County highway C0238, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,975 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,293 (year 2039), Design Load: H 15, Features Intersected: LAMBERSON DITCH, Facility Carried by Structure: JA2012 AMHERST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), 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: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633262, Location: 0.1 MI. S. OF SR687 (Lat: 40.859186, Lng: -81.510550), Route carried "on" structure: County highway C0238, Year Built: 1925, Year Reconstructed: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,975 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,293 (year 2039), Design Load: H 15, Features Intersected: LAMBERSON DITCH, Facility Carried by Structure: JA2012 AMHERST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.404, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 1.1m (3.6ft), 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: 9.8m (32.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633378, Location: 0.2 MI. S. OF CR348 (Lat: 40.822806, Lng: -81.551542), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 729 (year 2039), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3608 BEAUMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2017, Critical Feature Inspection Date: October 2017, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633378, Location: 0.2 MI. S. OF CR348 (Lat: 40.822806, Lng: -81.551542), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 1982, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 729 (year 2039), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3608 BEAUMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2017, Critical Feature Inspection Date: October 2017, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7633386, Location: 0.6 MI. S. OF CR348 (Lat: 40.830950, Lng: -81.580789), Route carried "on" structure: County highway T0340, Year Built: 1955, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 629 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 873 (year 2039), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3509 KENYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.726, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), 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: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2017, Critical Feature Inspection Date: October 2017, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7633386, Location: 0.6 MI. S. OF CR348 (Lat: 40.830950, Lng: -81.580789), Route carried "on" structure: County highway T0340, Year Built: 1955, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 629 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 873 (year 2039), Design Load: H 15, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: LA3509 KENYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.726, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), 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: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2017, Critical Feature Inspection Date: October 2017, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7634048, Location: 0.8 MI. S. OF TR335A (Lat: 40.742511, Lng: -81.547442), Route carried "on" structure: County highway C0333, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,363 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,892 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: PE3152 CARMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), 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: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7634048, Location: 0.8 MI. S. OF TR335A (Lat: 40.742511, Lng: -81.547442), Route carried "on" structure: County highway C0333, Year Built: 1955, Year Reconstructed: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 1,363 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,892 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: PE3152 CARMONT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), 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: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7634358, Location: 0.2 MI. S. OF CR341 (Lat: 40.805028, Lng: -81.554792), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 729 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIPPO CREEK, Facility Carried by Structure: TU1203 BISON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 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: 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: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7634358, Location: 0.2 MI. S. OF CR341 (Lat: 40.805028, Lng: -81.554792), Route carried "on" structure: County highway T0344, Year Built: 1955, Year Reconstructed: 2000, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 525 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 729 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIPPO CREEK, Facility Carried by Structure: TU1203 BISON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 6.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.8 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: 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: October 2017, 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: 7634366, Location: 0.2 MI. S. OF CR341 (Lat: 40.813550, Lng: -81.581842), Route carried "on" structure: County highway T0340, Year Built: 1955, Year Reconstructed: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 629 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 873 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIPPO CREEK, Facility Carried by Structure: TU0205 KENYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.859, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7634366, Location: 0.2 MI. S. OF CR341 (Lat: 40.813550, Lng: -81.581842), Route carried "on" structure: County highway T0340, Year Built: 1955, Year Reconstructed: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 629 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 873 (year 2039), Design Load: HS 20+Mod, Features Intersected: SIPPO CREEK, Facility Carried by Structure: TU0205 KENYON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.859, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, 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: 7634382, Location: 0.3 MI. S. OF TR335 (Lat: 40.755789, Lng: -81.561894), Route carried "on" structure: County highway C0320, Year Built: 1939, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 589 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 818 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: TU2523 PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7634382, Location: 0.3 MI. S. OF TR335 (Lat: 40.755789, Lng: -81.561894), Route carried "on" structure: County highway C0320, Year Built: 1939, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 589 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 818 (year 2039), Design Load: H 15, Features Intersected: PIGEON RUN, Facility Carried by Structure: TU2523 PIGEON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7635699, Location: 0.1 MI. W. OF SR236 (Lat: 40.840386, Lng: -81.523514), Route carried "on" structure: County highway T0352, Year Built: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,320 (year 2039), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: JA3025 FORTY CORNR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7635699, Location: 0.1 MI. W. OF SR236 (Lat: 40.840386, Lng: -81.523514), Route carried "on" structure: County highway T0352, Year Built: 1994, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 951 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,320 (year 2039), Design Load: HS 20+Mod, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: JA3025 FORTY CORNR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7635893, Location: 0.1 MI. W. OF SR21 (Lat: 40.811953, Lng: -81.530083), Route carried "on" structure: City street MLAKE, Year Built: 2002, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 7,127 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 9,892 (year 2039), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE0617 LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2017, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7635893, Location: 0.1 MI. W. OF SR21 (Lat: 40.811953, Lng: -81.530083), Route carried "on" structure: City street MLAKE, Year Built: 2002, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 7,127 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 9,892 (year 2039), Design Load: HS 25 or greater, Features Intersected: TUSCARAWAS RIVER, Facility Carried by Structure: PE0617 LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2017, Underwater Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7636067, Location: 0.2 MI. S. OF LAKE AVE. (Lat: 40.808053, Lng: -81.529675), Route carried "on" structure: City street M3DNW, Year Built: 2009, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 700 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 972 (year 2039), Design Load: HL 93, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: PE0615 3RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7636067, Location: 0.2 MI. S. OF LAKE AVE. (Lat: 40.808053, Lng: -81.529675), Route carried "on" structure: City street M3DNW, Year Built: 2009, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 700 (year 2010), Truck Traffic: 9%, Average Future Daily Traffic: 972 (year 2039), Design Load: HL 93, Features Intersected: NEWMAN CREEK, Facility Carried by Structure: PE0615 3RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: October 2017, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7666187, Location: 230 FT S HANKINS RD NE (Lat: 40.808333, Lng: -81.501667), Route carried "on" structure: City street 17ST, Year Built: 1928, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,600 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 2,221 (year 2039), Design Load: HS 15, Features Intersected: SIPPO CREEK, Facility Carried by Structure: 17TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 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: Meets minimum limits, 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 12 months, Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7666187, Location: 230 FT S HANKINS RD NE (Lat: 40.808333, Lng: -81.501667), Route carried "on" structure: City street 17ST, Year Built: 1928, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,600 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 2,221 (year 2039), Design Load: HS 15, Features Intersected: SIPPO CREEK, Facility Carried by Structure: 17TH ST NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.1m (3.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 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: Meets minimum limits, 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 12 months, Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7666195, Location: 195 FT S HANKINS RD NE (Lat: 40.807914, Lng: -81.505117), Route carried "on" structure: City street PHILP, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 1951), Truck Traffic: 2%, Average Future Daily Traffic: 1,388 (year 2039), Design Load: HS 15, Features Intersected: SIPPO CREEK, Facility Carried by Structure: PHILLIPS RD NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2017
Structure Number: 7666195, Location: 195 FT S HANKINS RD NE (Lat: 40.807914, Lng: -81.505117), Route carried "on" structure: City street PHILP, Year Built: 1939, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 1951), Truck Traffic: 2%, Average Future Daily Traffic: 1,388 (year 2039), Design Load: HS 15, Features Intersected: SIPPO CREEK, Facility Carried by Structure: PHILLIPS RD NE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 57.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2017
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Structure Number: 7666322, Location: NEWMAN CREEK (Lat: 40.813333, Lng: -81.535000), Route carried "on" structure: City street EARL, Year Built: 1951, Year Reconstructed: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,394 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,875 (year 2039), Features Intersected: NEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7666322, Location: NEWMAN CREEK (Lat: 40.813333, Lng: -81.535000), Route carried "on" structure: City street EARL, Year Built: 1951, Year Reconstructed: 2000, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 6,394 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,875 (year 2039), Features Intersected: NEWMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2017, 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: 7666829, Location: 0.9 MILES W OF SR 21 (Lat: 40.752331, Lng: -81.529519), Route carried "on" structure: City street MWRTN, Year Built: 1993, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,928 (year 2039), Design Load: HS 20+Mod, Features Intersected: WARMINGTON OVER TUSC, Facility Carried by Structure: WARMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 7666829, Location: 0.9 MILES W OF SR 21 (Lat: 40.752331, Lng: -81.529519), Route carried "on" structure: City street MWRTN, Year Built: 1993, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 2,830 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,928 (year 2039), Design Load: HS 20+Mod, Features Intersected: WARMINGTON OVER TUSC, Facility Carried by Structure: WARMINGTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 1.1m (3.6ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 8502439, Location: .49 MI W OF STARK CO LINE (Lat: 40.798178, Lng: -81.655147), Route carried "on" structure: US 30, Year Built: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 17,272 (year 2015), Truck Traffic: 45%, Average Future Daily Traffic: 23,974 (year 2039), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.979, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 219.0m (718.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 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: November 2017
Structure Number: 8502439, Location: .49 MI W OF STARK CO LINE (Lat: 40.798178, Lng: -81.655147), Route carried "on" structure: US 30, Year Built: 1952, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 17,272 (year 2015), Truck Traffic: 45%, Average Future Daily Traffic: 23,974 (year 2039), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.979, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 219.0m (718.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 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: November 2017
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Structure Number: 8502447, Location: .23 MILES EAST OF US30 (Lat: 40.797725, Lng: -81.655056), Route carried "on" structure: State highway 172, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,106 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,535 (year 2039), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017
Structure Number: 8502447, Location: .23 MILES EAST OF US30 (Lat: 40.797725, Lng: -81.655056), Route carried "on" structure: State highway 172, Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,106 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 1,535 (year 2039), Design Load: H 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 40.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017
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Structure Number: 8502455, Location: .24 MILES W.OF CO.LINE (Lat: 40.797747, Lng: -81.652650), Route carried "on" structure: State highway 172, Year Built: 1968, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 5,413 (year 2039), Design Load: HS 20, Features Intersected: OVER WAY-030-2624
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 8502455, Location: .24 MILES W.OF CO.LINE (Lat: 40.797747, Lng: -81.652650), Route carried "on" structure: State highway 172, Year Built: 1968, Status: Open, Structure Length: 10.61m (34.81ft), Average Daily Traffic: 3,900 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 5,413 (year 2039), Design Load: HS 20, Features Intersected: OVER WAY-030-2624
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 85.0m (278.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 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 minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 8502455, Location: .24 MILES W.OF CO.LINE (Lat: 40.797747, Lng: -81.652650), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,272 (year 2015), Truck Traffic: 45%, Features Intersected: UNDER WAY-172-0020R, Facility Carried by Structure: SR 172
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 4.222, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 8502455, Location: .24 MILES W.OF CO.LINE (Lat: 40.797747, Lng: -81.652650), Route carried "under" structure: US 30, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 17,272 (year 2015), Truck Traffic: 45%, Features Intersected: UNDER WAY-172-0020R, Facility Carried by Structure: SR 172
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 4.222, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 8554706, Location: 0.3 MI. W. OF CR103 (Lat: 40.763064, Lng: -81.653156), Route carried "on" structure: County highway T0334, Year Built: 1900, Year Reconstructed: 1936, Status: Posted for load, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 208 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 289 (year 2039), Features Intersected: BRANCH OF SUGAR CK, Facility Carried by Structure: TWP. ROAD 334
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.689, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 14.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 8.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2017, Critical Feature Inspection Date: June 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 8554706, Location: 0.3 MI. W. OF CR103 (Lat: 40.763064, Lng: -81.653156), Route carried "on" structure: County highway T0334, Year Built: 1900, Year Reconstructed: 1936, Status: Posted for load, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 208 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 289 (year 2039), Features Intersected: BRANCH OF SUGAR CK, Facility Carried by Structure: TWP. ROAD 334
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.689, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 14.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 8.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2017, Critical Feature Inspection Date: June 2016, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 8554722, Location: 0.5 MI. W. OF CR103 (Lat: 40.799042, Lng: -81.656278), Route carried "on" structure: County highway T0330, Year Built: 1974, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 262 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 364 (year 2039), Features Intersected: BRANCH OF NEWARK CREEK, Facility Carried by Structure: BLOSSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017
Structure Number: 8554722, Location: 0.5 MI. W. OF CR103 (Lat: 40.799042, Lng: -81.656278), Route carried "on" structure: County highway T0330, Year Built: 1974, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 262 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 364 (year 2039), Features Intersected: BRANCH OF NEWARK CREEK, Facility Carried by Structure: BLOSSER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 61.0m (200.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2017
