Bridge Statistics for Taylor Creek, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 374ft / 114mTotal length
- 329,407Total average daily traffic
- 29,757Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Taylor Creek
- No street view available for this location
- New bridges - historical statistics
- 31910-1919
- 21920-1929
- 21950-1959
- 51960-1969
- 141970-1979
- 11980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 5.3%Excellent
- 21.1%Very good
- 57.9%Good
- 15.8%Satisfactory
- Bridge Condition - Superstructure
- 5.3%Excellent
- 52.6%Very good
- 21.1%Good
- 15.8%Satisfactory
- 5.3%Poor
- Bridge Condition - Substructure
- 5.3%Excellent
- 26.3%Very good
- 57.9%Good
- 10.5%Satisfactory
- Bridge Condition - Channel
- 17.6%Very good
- 76.5%Good
- 5.9%Satisfactory
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Structure Number: 3104486, Location: .6 MI S OF NEW HAVEN RD (Lat: 39.266569, Lng: -84.690339), Route carried "on" structure: State highway 128, Year Built: 2003, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 6,493 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,012 (year 2038), Design Load: HS 25 or greater, Features Intersected: PADDYS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104486, Location: .6 MI S OF NEW HAVEN RD (Lat: 39.266569, Lng: -84.690339), Route carried "on" structure: State highway 128, Year Built: 2003, Status: Open, Structure Length: 5.22m (17.13ft), Average Daily Traffic: 6,493 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 9,012 (year 2038), Design Load: HS 25 or greater, Features Intersected: PADDYS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.190, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 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: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3108376, Location: 1.4 MI E OF SR 128 (Lat: 39.214531, Lng: -84.685989), Route carried "on" structure: Interstate 74, Year Built: 1964, Status: Open, Structure Length: 13.39m (43.93ft), Average Daily Traffic: 36,784 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 51,056 (year 2035), Design Load: HS 20, Features Intersected: CR 184;TRIB TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.661, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 3108376, Location: 1.4 MI E OF SR 128 (Lat: 39.214531, Lng: -84.685989), Route carried "on" structure: Interstate 74, Year Built: 1964, Status: Open, Structure Length: 13.39m (43.93ft), Average Daily Traffic: 36,784 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 51,056 (year 2035), Design Load: HS 20, Features Intersected: CR 184;TRIB TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.661, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3108406, Location: 1.4 MI E OF SR 128 (Lat: 39.214269, Lng: -84.685831), Route carried "on" structure: Interstate 74, Year Built: 1964, Status: Open, Structure Length: 13.94m (45.73ft), Average Daily Traffic: 36,784 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 51,056 (year 2035), Design Load: HS 20, Features Intersected: CR 184;TRIB TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.661, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3108406, Location: 1.4 MI E OF SR 128 (Lat: 39.214269, Lng: -84.685831), Route carried "on" structure: Interstate 74, Year Built: 1964, Status: Open, Structure Length: 13.94m (45.73ft), Average Daily Traffic: 36,784 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 51,056 (year 2035), Design Load: HS 20, Features Intersected: CR 184;TRIB TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.661, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3108414, Location: OVER WB I 74 (Lat: 39.214611, Lng: -84.678769), Route carried "on" structure: Ramp Interstate 74, Year Built: 1977, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 27,425 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 38,066 (year 2029), Design Load: HS 20+Mod, Features Intersected: IR 74 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 15.755, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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
Structure Number: 3108414, Location: OVER WB I 74 (Lat: 39.214611, Lng: -84.678769), Route carried "on" structure: Ramp Interstate 74, Year Built: 1977, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 27,425 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 38,066 (year 2029), Design Load: HS 20+Mod, Features Intersected: IR 74 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 15.755, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, 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: 3116298, Location: OVER RAMP-EB IR74 (Lat: 39.214331, Lng: -84.679350), Route carried "on" structure: Interstate 275, Year Built: 1977, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 10,974 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 15,232 (year 2038), Design Load: HS 20+Mod, Features Intersected: RMP=IR275*E-IR74*EIR74*W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.220, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior 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
Structure Number: 3116298, Location: OVER RAMP-EB IR74 (Lat: 39.214331, Lng: -84.679350), Route carried "on" structure: Interstate 275, Year Built: 1977, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 10,974 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 15,232 (year 2038), Design Load: HS 20+Mod, Features Intersected: RMP=IR275*E-IR74*EIR74*W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.220, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior 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: 3116344, Location: .2 MI E OF IR 74 (Lat: 39.215281, Lng: -84.677389), Route carried "on" structure: Interstate 275, Year Built: 1977, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 10,974 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 15,232 (year 2035), Design Load: HS 20+Mod, Features Intersected: TAYLOR CR;C457(HARSN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3116344, Location: .2 MI E OF IR 74 (Lat: 39.215281, Lng: -84.677389), Route carried "on" structure: Interstate 275, Year Built: 1977, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 10,974 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 15,232 (year 2035), Design Load: HS 20+Mod, Features Intersected: TAYLOR CR;C457(HARSN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.8m (84.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3116352, Location: .2 MI E OF IR 74 (Lat: 39.214681, Lng: -84.677531), Route carried "on" structure: Interstate 275, Year Built: 1977, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 10,974 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 15,232 (year 2035), Design Load: HS 20+Mod, Features Intersected: TAYLOR CR;C457(HARSN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 3116352, Location: .2 MI E OF IR 74 (Lat: 39.214681, Lng: -84.677531), Route carried "on" structure: Interstate 275, Year Built: 1977, Status: Open, Structure Length: 13.50m (44.29ft), Average Daily Traffic: 10,974 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 15,232 (year 2035), Design Load: HS 20+Mod, Features Intersected: TAYLOR CR;C457(HARSN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 3116387, Location: .2 MI E OF IR 74 (Lat: 39.214400, Lng: -84.677350), Route carried "on" structure: Ramp Interstate 275, Year Built: 1977, Status: Open, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 13,110 (year 2013), Average Future Daily Traffic: 139 (year 2033), Design Load: HS 20, Features Intersected: TAYLOR CR;C457(HARSN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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
Structure Number: 3116387, Location: .2 MI E OF IR 74 (Lat: 39.214400, Lng: -84.677350), Route carried "on" structure: Ramp Interstate 275, Year Built: 1977, Status: Open, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 13,110 (year 2013), Average Future Daily Traffic: 139 (year 2033), Design Load: HS 20, Features Intersected: TAYLOR CR;C457(HARSN RD)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.381, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior 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: 3116425, Location: 2.3 MI E OF IR 74 (Lat: 39.227569, Lng: -84.643461), Route carried "on" structure: County highway C0100, Year Built: 1977, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 100,869 (year 2035), Design Load: HS 20, Features Intersected: I275, Facility Carried by Structure: THOMPSON RD C100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.777, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3116425, Location: 2.3 MI E OF IR 74 (Lat: 39.227569, Lng: -84.643461), Route carried "on" structure: County highway C0100, Year Built: 1977, Status: Open, Structure Length: 11.19m (36.71ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 100,869 (year 2035), Design Load: HS 20, Features Intersected: I275, Facility Carried by Structure: THOMPSON RD C100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.777, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.9m (111.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3130894, Location: .05 MI N OF HARRISON AVE (Lat: 39.218189, Lng: -84.685031), Route carried "on" structure: County highway C0076, Year Built: 1915, Year Reconstructed: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2035), Design Load: HL 93, Features Intersected: EAGLE CREEK, Facility Carried by Structure: EAGLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.5 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3130894, Location: .05 MI N OF HARRISON AVE (Lat: 39.218189, Lng: -84.685031), Route carried "on" structure: County highway C0076, Year Built: 1915, Year Reconstructed: 1982, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2035), Design Load: HL 93, Features Intersected: EAGLE CREEK, Facility Carried by Structure: EAGLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.5 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: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3130908, Location: .1 MI N OF HARRISON AVE (Lat: 39.218900, Lng: -84.685300), Route carried "on" structure: County highway C0076, Year Built: 1915, Year Reconstructed: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2035), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: EAGLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3130908, Location: .1 MI N OF HARRISON AVE (Lat: 39.218900, Lng: -84.685300), Route carried "on" structure: County highway C0076, Year Built: 1915, Year Reconstructed: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2035), Design Load: HL 93, Features Intersected: CREEK, Facility Carried by Structure: EAGLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.4 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: 34.3 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3130924, Location: 1.11 MI NE OF THOMPSON RD (Lat: 39.256669, Lng: -84.662461), Route carried "on" structure: County highway C0077, Year Built: 1976, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HL 93, Features Intersected: BLUE ROCK CREEK, Facility Carried by Structure: FLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3130924, Location: 1.11 MI NE OF THOMPSON RD (Lat: 39.256669, Lng: -84.662461), Route carried "on" structure: County highway C0077, Year Built: 1976, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HL 93, Features Intersected: BLUE ROCK CREEK, Facility Carried by Structure: FLICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 313094, Location: .68 MI N OF HARRISON AVE (Lat: 39.221350, Lng: -84.667661), Route carried "on" structure: County highway C0078, Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 557 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 773 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: FORFEIT RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: 81.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 313094, Location: .68 MI N OF HARRISON AVE (Lat: 39.221350, Lng: -84.667661), Route carried "on" structure: County highway C0078, Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 557 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 773 (year 2035), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: FORFEIT RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, 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: 81.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3130975, Location: .99 MI NE OF THOMPSON RD (Lat: 39.250519, Lng: -84.659231), Route carried "on" structure: County highway C0087, Year Built: 1956, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HL 93, Features Intersected: BLUE ROCK CREEK, Facility Carried by Structure: LOCKWOOD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.2 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3130975, Location: .99 MI NE OF THOMPSON RD (Lat: 39.250519, Lng: -84.659231), Route carried "on" structure: County highway C0087, Year Built: 1956, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HL 93, Features Intersected: BLUE ROCK CREEK, Facility Carried by Structure: LOCKWOOD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 39.2 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3130983, Location: .23 MI. EAST OF HARRISON (Lat: 39.210511, Lng: -84.670569), Route carried "on" structure: County highway 88, Year Built: 1923, Year Reconstructed: 2003, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,397 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,939 (year 2035), Design Load: HL 93, Features Intersected: MULLIN CREEK, Facility Carried by Structure: MULLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 79.1 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: 60.9 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3130983, Location: .23 MI. EAST OF HARRISON (Lat: 39.210511, Lng: -84.670569), Route carried "on" structure: County highway 88, Year Built: 1923, Year Reconstructed: 2003, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,397 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,939 (year 2035), Design Load: HL 93, Features Intersected: MULLIN CREEK, Facility Carried by Structure: MULLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 6 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 79.1 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: 60.9 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3131696, Location: 6.88 MI N OF RIVER RD (Lat: 39.213700, Lng: -84.694000), Route carried "on" structure: County highway C0176, Year Built: 1952, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,209 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,678 (year 2035), Design Load: HS 20, Features Intersected: TAYLOR CREEK, Facility Carried by Structure: E. MIAMI RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3131696, Location: 6.88 MI N OF RIVER RD (Lat: 39.213700, Lng: -84.694000), Route carried "on" structure: County highway C0176, Year Built: 1952, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 1,209 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 1,678 (year 2035), Design Load: HS 20, Features Intersected: TAYLOR CREEK, Facility Carried by Structure: E. MIAMI RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3131742, Location: 12.23 MI N OF RIVER RD (Lat: 39.260361, Lng: -84.663481), Route carried "on" structure: County highway C0176, Year Built: 1972, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HL 93, Features Intersected: BLUE ROCK CREEK, Facility Carried by Structure: E. MIAMI RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.714, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.4 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: 69.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3131742, Location: 12.23 MI N OF RIVER RD (Lat: 39.260361, Lng: -84.663481), Route carried "on" structure: County highway C0176, Year Built: 1972, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 797 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,106 (year 2035), Design Load: HL 93, Features Intersected: BLUE ROCK CREEK, Facility Carried by Structure: E. MIAMI RIVER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.714, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.4 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: 69.0 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3131866, Location: 4,.89 MI NW OF EBENEZER (Lat: 39.216389, Lng: -84.686039), Route carried "on" structure: County highway C0184, Year Built: 1925, Year Reconstructed: 1986, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: TAYLOR CREEK, Facility Carried by Structure: WESSELMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.3 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: 64.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel
Structure Number: 3131866, Location: 4,.89 MI NW OF EBENEZER (Lat: 39.216389, Lng: -84.686039), Route carried "on" structure: County highway C0184, Year Built: 1925, Year Reconstructed: 1986, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,091 (year 2035), Design Load: HL 93, Features Intersected: TAYLOR CREEK, Facility Carried by Structure: WESSELMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.870, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 83.3 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: 64.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Corrugated Steel
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Structure Number: 3133451, Location: 8.62 MI NW OF QUEEN CITY (Lat: 39.217500, Lng: -84.684400), Route carried "on" structure: County highway C0457, Year Built: 1918, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,011 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 13,895 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAGLE CREEK, Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.5 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: 45.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3133451, Location: 8.62 MI NW OF QUEEN CITY (Lat: 39.217500, Lng: -84.684400), Route carried "on" structure: County highway C0457, Year Built: 1918, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 10,011 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 13,895 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAGLE CREEK, Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 74.5 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: 45.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 313404, Location: .24 MI N OF HARRISON AVE (Lat: 39.220800, Lng: -84.685400), Route carried "on" structure: County highway C0076, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAGLE CREEK, Facility Carried by Structure: EAGLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Structure Number: 313404, Location: .24 MI N OF HARRISON AVE (Lat: 39.220800, Lng: -84.685400), Route carried "on" structure: County highway C0076, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 489 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 679 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAGLE CREEK, Facility Carried by Structure: EAGLE CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
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Structure Number: 3108376, Location: 1.4 MI E OF SR 128 (Lat: 39.214531, Lng: -84.685989), Route carried "under" structure: County highway 184, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Features Intersected: I74*W(I275*W,US52*W), Facility Carried by Structure: WB IR 74
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 77.892, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: 3108376, Location: 1.4 MI E OF SR 128 (Lat: 39.214531, Lng: -84.685989), Route carried "under" structure: County highway 184, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Features Intersected: I74*W(I275*W,US52*W), Facility Carried by Structure: WB IR 74
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 77.892, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: 3108406, Location: 1.4 MI E OF SR 128 (Lat: 39.214269, Lng: -84.685831), Route carried "under" structure: County highway 184, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Features Intersected: I74*E(I275*E,US52*E), Facility Carried by Structure: EB IR 74
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 77.249, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 3108406, Location: 1.4 MI E OF SR 128 (Lat: 39.214269, Lng: -84.685831), Route carried "under" structure: County highway 184, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 2,227 (year 2015), Truck Traffic: 5%, Features Intersected: I74*E(I275*E,US52*E), Facility Carried by Structure: EB IR 74
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 77.249, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 3108414, Location: OVER WB I 74 (Lat: 39.214611, Lng: -84.678769), Route carried "under" structure: Interstate 74, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 33,933 (year 2015), Truck Traffic: 7%, Features Intersected: RAMP=IR 74 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 157.394, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 3108414, Location: OVER WB I 74 (Lat: 39.214611, Lng: -84.678769), Route carried "under" structure: Interstate 74, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 33,933 (year 2015), Truck Traffic: 7%, Features Intersected: RAMP=IR 74 WB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 157.394, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 3116298, Location: OVER RAMP-EB IR74 (Lat: 39.214331, Lng: -84.679350), Route carried "under" structure: Interstate 74, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 14,475 (year 2015), Truck Traffic: 7%, Features Intersected: I275*E OVER IR-IR RAMP, Facility Carried by Structure: IR275 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 15.224, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
Structure Number: 3116298, Location: OVER RAMP-EB IR74 (Lat: 39.214331, Lng: -84.679350), Route carried "under" structure: Interstate 74, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 14,475 (year 2015), Truck Traffic: 7%, Features Intersected: I275*E OVER IR-IR RAMP, Facility Carried by Structure: IR275 EB
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 15.224, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.4m (116.1ft)
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Structure Number: 3116344, Location: .2 MI E OF IR 74 (Lat: 39.215281, Lng: -84.677389), Route carried "under" structure: County highway 457, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,183 (year 2015), Truck Traffic: 4%, Features Intersected: I275*W, Facility Carried by Structure: WB IR 275
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 14.709, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft)
Structure Number: 3116344, Location: .2 MI E OF IR 74 (Lat: 39.215281, Lng: -84.677389), Route carried "under" structure: County highway 457, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,183 (year 2015), Truck Traffic: 4%, Features Intersected: I275*W, Facility Carried by Structure: WB IR 275
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 14.709, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.8m (84.6ft)
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Structure Number: 3116352, Location: .2 MI E OF IR 74 (Lat: 39.214681, Lng: -84.677531), Route carried "under" structure: County highway 457, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,183 (year 2015), Truck Traffic: 4%, Features Intersected: I275*E, Facility Carried by Structure: EB IR 275
Minimum Vertical Clearance: 9.83m (32.25ft), Kilometerpoint: 14.774, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 3116352, Location: .2 MI E OF IR 74 (Lat: 39.214681, Lng: -84.677531), Route carried "under" structure: County highway 457, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,183 (year 2015), Truck Traffic: 4%, Features Intersected: I275*E, Facility Carried by Structure: EB IR 275
Minimum Vertical Clearance: 9.83m (32.25ft), Kilometerpoint: 14.774, Lanes on structure: 3, 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: 3116387, Location: .2 MI E OF IR 74 (Lat: 39.214400, Lng: -84.677350), Route carried "under" structure: County highway 457, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,379 (year 2015), Truck Traffic: 4%, Features Intersected: RAMP=I74*W-I275*E, Facility Carried by Structure: RAMP WBIR74-EBI275
Minimum Vertical Clearance: 9.83m (32.25ft), Kilometerpoint: 14.774, 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: 3116387, Location: .2 MI E OF IR 74 (Lat: 39.214400, Lng: -84.677350), Route carried "under" structure: County highway 457, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 10,379 (year 2015), Truck Traffic: 4%, Features Intersected: RAMP=I74*W-I275*E, Facility Carried by Structure: RAMP WBIR74-EBI275
Minimum Vertical Clearance: 9.83m (32.25ft), Kilometerpoint: 14.774, 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: 3116425, Location: 2.3 MI E OF IR 74 (Lat: 39.227569, Lng: -84.643461), Route carried "under" structure: Interstate 275, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 72,672 (year 2015), Truck Traffic: 15%, Features Intersected: CR 100(THOMPSON ROAD), Facility Carried by Structure: THOMPSON RD C100
Minimum Vertical Clearance: 10.24m (33.60ft), Kilometerpoint: 20.761, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.9m (111.2ft)
Structure Number: 3116425, Location: 2.3 MI E OF IR 74 (Lat: 39.227569, Lng: -84.643461), Route carried "under" structure: Interstate 275, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 72,672 (year 2015), Truck Traffic: 15%, Features Intersected: CR 100(THOMPSON ROAD), Facility Carried by Structure: THOMPSON RD C100
Minimum Vertical Clearance: 10.24m (33.60ft), Kilometerpoint: 20.761, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.9m (111.2ft)