Bridge Statistics for Pleasant Grove, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 6000517,  Location: 1.2 M W OF JCT 93 (Lat: 39.942439,  Lng: -81.981631),  Route carried "on" structure: US 22,  Year Built: 1900,  Year Reconstructed: 1932,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,970 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,062 (year 2035),  Design Load: H 15,  Features Intersected: OVER BR MILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.469,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Fair,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021

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Structure Number: 6000631,  Location: .7 M E OF JCT SR 797 (Lat: 39.968361,  Lng: -81.885581),  Route carried "on" structure: US 22,  Year Built: 1938,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 1.56m (5.12ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,300 (year 2040),  Design Load: HL 93,  Features Intersected: OVER LITTLE SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.304,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 600306,  Location: SR 93 OVER I-70 (Lat: 39.949350,  Lng: -81.960481),  Route carried "on" structure: State highway 93,  Year Built: 1963,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 10,128 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,058 (year 2035),  Design Load: H 20,  Features Intersected: SR93 OVER I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.680,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6003095,  Location: 1.7 M E OF JCT SR 93 (Lat: 39.958911,  Lng: -81.931069),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 21,768 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 30,214 (year 2035),  Design Load: HS 20,  Features Intersected: IR 70 OVR C191 JACKSON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.878,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6003125,  Location: 1.7 M E OF JCT SR 93 (Lat: 39.958581,  Lng: -81.931231),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 21,768 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 30,214 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 70 OVR C191 JACKSON R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.878,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6003184,  Location: AT JCT OF CR 52 (Lat: 39.967169,  Lng: -81.899500),  Route carried "on" structure: County highway C0052,  Year Built: 1963,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 391 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 50,033 (year 2035),  Design Load: H 15,  Features Intersected: C52 SONORA RD OVER I-70,  Facility Carried by Structure: CR 52
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.220,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6003214,  Location: .3 M E OF JCT SR 797 (Lat: 39.969189,  Lng: -81.888950),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 20,026 (year 2015),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,796 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 70 OVR LITTLE SALTCRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.692,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6003249,  Location: .3 M E OF JCT SR 797 (Lat: 39.968911,  Lng: -81.888781),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 20,026 (year 2015),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,796 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 70 OVR LITTLE SALTCRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.692,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6003273,  Location: .9 M E OF JCT SR 797 (Lat: 39.969600,  Lng: -81.884000),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 20,026 (year 2015),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,796 (year 2035),  Design Load: HS 20,  Features Intersected: IR 70 OVR C67 BALD HIL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.095,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6003303,  Location: .9 M E OF JCT SR 797 (Lat: 39.969311,  Lng: -81.884150),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 20,026 (year 2015),  Truck Traffic: 29%,  Average Future Daily Traffic: 27,796 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: IR 70 OVR C67 BALD HIL R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.095,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6004148,  Location: 2.4 MI N OF I-70 (Lat: 39.977761,  Lng: -81.942369),  Route carried "on" structure: State highway 93,  Year Built: 1957,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 2,600 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,500 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SR 93 OVER CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.446,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 600418,  Location: 3.5 M N OF JCT I-70 (Lat: 39.987181,  Lng: -81.932161),  Route carried "on" structure: State highway 93,  Year Built: 1992,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 2,374 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,295 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: OVER LITTLE SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.991,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 16.8m (55.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 6047238,  Location: 1.89 MI N OF US 40 (Lat: 39.980800,  Lng: -81.923739),  Route carried "on" structure: County highway C0191,  Year Built: 1989,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 495 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 687 (year 2035),  Design Load: HL 93,  Features Intersected: LITTLE SALT CREEK,  Facility Carried by Structure: JACKSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.042,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6048218,  Location: 0.59 MI N.OF IR70 (Lat: 39.975861,  Lng: -81.906000),  Route carried "on" structure: County highway C0052,  Year Built: 1995,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 404 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 561 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE SALT CREEK,  Facility Carried by Structure: SONORA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6048374,  Location: 0.75 Mi EAST of CR 52 (Lat: 39.974989,  Lng: -81.892811),  Route carried "on" structure: County highway T0108,  Year Built: 2014,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 455 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 632 (year 2035),  Design Load: HL 93,  Features Intersected: LITTLE SALT CREEK,  Facility Carried by Structure: BOGGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 94.0 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: 71.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Total Project Cost: $127,500,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 605411,  Location: 0.84 MI E OF MILLERS LANE (Lat: 39.931469,  Lng: -81.902581),  Route carried "on" structure: County highway C0005,  Year Built: 1900,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 1,101 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,528 (year 2035),  Design Load: H 10,  Features Intersected: BOGGS CREEK,  Facility Carried by Structure: CLAY PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.591,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 605425,  Location: 0.06 MI N OF SR 146 (Lat: 39.926511,  Lng: -81.938819),  Route carried "on" structure: County highway T0192,  Year Built: 1900,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 324 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 450 (year 2035),  Design Load: HS 20,  Features Intersected: BOGGS CREEK TRIBUTARY,  Facility Carried by Structure: OSBORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 74.5 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: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 600306,  Location: SR 93 OVER I-70 (Lat: 39.949350,  Lng: -81.960481),  Route carried "under" structure: Interstate 70,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 40,197 (year 2015),  Truck Traffic: 27%,  Features Intersected: I-70 UNDER SR 93,  Facility Carried by Structure: SR 93
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 23.150,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 6003095,  Location: 1.7 M E OF JCT SR 93 (Lat: 39.958911,  Lng: -81.931069),  Route carried "under" structure: County highway 191,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 536 (year 2015),  Truck Traffic: 5%,  Features Intersected: C191 JACKSON RD UND I70,  Facility Carried by Structure: WEST BOUND I-70
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 6003125,  Location: 1.7 M E OF JCT SR 93 (Lat: 39.958581,  Lng: -81.931231),  Route carried "under" structure: County highway 191,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 536 (year 2015),  Truck Traffic: 5%,  Features Intersected: C191 JACKSON RD UND I70,  Facility Carried by Structure: EAST BOUND I-70
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 6003184,  Location: AT JCT OF CR 52 (Lat: 39.967169,  Lng: -81.899500),  Route carried "under" structure: Interstate 70,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 36,047 (year 2015),  Truck Traffic: 28%,  Features Intersected: IR 70 UNDR C52 SANORA RD,  Facility Carried by Structure: CR 52
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 28.743,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 6003273,  Location: .9 M E OF JCT SR 797 (Lat: 39.969600,  Lng: -81.884000),  Route carried "under" structure: County highway 67,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 223 (year 2015),  Truck Traffic: 5%,  Features Intersected: C67 BALD HILL RD UND I70,  Facility Carried by Structure: WEST BOUND I-70
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 6003303,  Location: .9 M E OF JCT SR 797 (Lat: 39.969311,  Lng: -81.884150),  Route carried "under" structure: County highway 67,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 223 (year 2015),  Truck Traffic: 5%,  Features Intersected: C67 BALD HILL RD UND I7,  Facility Carried by Structure: EAST BOUND I-70
Minimum Vertical Clearance: 6.60m (21.65ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)