Bridge Statistics for New Richmond, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 197ft / 59.5mTotal length
- 57,433Total average daily traffic
- 2,129Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for New Richmond
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11910-1919
- 11920-1929
- 11930-1939
- 11950-1959
- 81960-1969
- 21970-1979
- 21990-1999
- 22010-2019
- Bridge Condition - Deck
- 15.8%Excellent
- 21.1%Very good
- 42.1%Good
- 15.8%Satisfactory
- 5.3%Poor
- Bridge Condition - Superstructure
- 10.5%Excellent
- 42.1%Very good
- 10.5%Good
- 21.1%Satisfactory
- 5.3%Fair
- 10.5%Poor
- Bridge Condition - Substructure
- 15.8%Excellent
- 31.6%Very good
- 26.3%Good
- 21.1%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 11.1%Excellent
- 5.6%Very good
- 33.3%Good
- 44.4%Satisfactory
- 5.6%Fair
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Structure Number: 1301357, Location: AT JCT US52 & SR749 (Lat: 39.009631, Lng: -84.302881), Route carried "on" structure: ServiceUS 52, Year Built: 1964, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 40%, Average Future Daily Traffic: 1,527 (year 2033), Design Load: H 10, Features Intersected: TENMILE CREEK UND TR909, Facility Carried by Structure: TEN MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal 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: Integral Concrete
Structure Number: 1301357, Location: AT JCT US52 & SR749 (Lat: 39.009631, Lng: -84.302881), Route carried "on" structure: ServiceUS 52, Year Built: 1964, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 1,100 (year 2013), Truck Traffic: 40%, Average Future Daily Traffic: 1,527 (year 2033), Design Load: H 10, Features Intersected: TENMILE CREEK UND TR909, Facility Carried by Structure: TEN MILE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal 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: Integral Concrete
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Structure Number: 1301381, Location: .2 MI E OF SR749 (Lat: 39.007839, Lng: -84.301081), Route carried "on" structure: US 52, Year Built: 1964, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 6,625 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,196 (year 2035), Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 1301381, Location: .2 MI E OF SR749 (Lat: 39.007839, Lng: -84.301081), Route carried "on" structure: US 52, Year Built: 1964, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 6,625 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,196 (year 2035), Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 1301411, Location: .2 MI E OF SR749 (Lat: 39.007731, Lng: -84.301269), Route carried "on" structure: US 52, Year Built: 1964, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 6,625 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,196 (year 2035), Design Load: HS 20, Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 1301411, Location: .2 MI E OF SR749 (Lat: 39.007731, Lng: -84.301269), Route carried "on" structure: US 52, Year Built: 1964, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 6,625 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,196 (year 2035), Design Load: HS 20, Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 1301446, Location: 1.2 MI E OF SR749 (Lat: 38.993339, Lng: -84.293769), Route carried "on" structure: ServiceOther road PRIVA, Year Built: 1964, Status: Open, Structure Length: 6.10m (20.01ft), Average Future Daily Traffic: 18,390 (year 0020), Design Load: HS 20+Mod, Features Intersected: USR 52, Facility Carried by Structure: BECKJORD DR UPPER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: Private, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1301446, Location: 1.2 MI E OF SR749 (Lat: 38.993339, Lng: -84.293769), Route carried "on" structure: ServiceOther road PRIVA, Year Built: 1964, Status: Open, Structure Length: 6.10m (20.01ft), Average Future Daily Traffic: 18,390 (year 0020), Design Load: HS 20+Mod, Features Intersected: USR 52, Facility Carried by Structure: BECKJORD DR UPPER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 4, Owner: Private, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1301535, Location: .4 MI W OF SR132 (Lat: 38.960861, Lng: -84.283631), Route carried "on" structure: US 52, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,728 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,338 (year 2035), Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1301535, Location: .4 MI W OF SR132 (Lat: 38.960861, Lng: -84.283631), Route carried "on" structure: US 52, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,728 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,338 (year 2035), Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1301594, Location: .4 MI W OF SR132 (Lat: 38.960800, Lng: -84.283861), Route carried "on" structure: US 52, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,728 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,338 (year 2035), Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1301594, Location: .4 MI W OF SR132 (Lat: 38.960800, Lng: -84.283861), Route carried "on" structure: US 52, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,728 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 9,338 (year 2035), Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.015, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: Latex Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 130276, Location: 1 MI N OF NEW RICHMOND (Lat: 38.968989, Lng: -84.261331), Route carried "on" structure: State highway 132, Year Built: 1958, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,217 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 4,465 (year 2035), Design Load: HS 20, Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 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 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 130276, Location: 1 MI N OF NEW RICHMOND (Lat: 38.968989, Lng: -84.261331), Route carried "on" structure: State highway 132, Year Built: 1958, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 3,217 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 4,465 (year 2035), Design Load: HS 20, Features Intersected: TWELVEMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.6 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 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: March 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: 1305018, Location: 1.71 MI NO OF US 52 JCT (Lat: 39.011950, Lng: -84.271800), Route carried "on" structure: State highway 749, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,260 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 8,689 (year 2035), Design Load: H 15, Features Intersected: TRIBUTARY TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1305018, Location: 1.71 MI NO OF US 52 JCT (Lat: 39.011950, Lng: -84.271800), Route carried "on" structure: State highway 749, Year Built: 1968, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,260 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 8,689 (year 2035), Design Load: H 15, Features Intersected: TRIBUTARY TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 33.7 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1330003, Location: 60' south of int pond run (Lat: 38.985281, Lng: -84.290000), Route carried "on" structure: County highway T0960, Year Built: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,700 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,100 (year 2035), Design Load: HL 93, Features Intersected: Old St Rt 52, Facility Carried by Structure: Old SR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1330003, Location: 60' south of int pond run (Lat: 38.985281, Lng: -84.290000), Route carried "on" structure: County highway T0960, Year Built: 2015, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,700 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 2,100 (year 2035), Design Load: HL 93, Features Intersected: Old St Rt 52, Facility Carried by Structure: Old SR 52
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1330101, Location: 1.25 MI N. OF INT. SR52 (Lat: 38.992839, Lng: -84.273000), Route carried "on" structure: County highway T0767, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: POND RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.197, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 77.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1330101, Location: 1.25 MI N. OF INT. SR52 (Lat: 38.992839, Lng: -84.273000), Route carried "on" structure: County highway T0767, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: POND RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.197, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 77.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 133095, Location: Boat Run Road (Lat: 38.925869, Lng: -84.243819), Route carried "on" structure: County highway T0074, Year Built: 1932, Status: Posted for load-capacity, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: BOAT RUN CREEK, Facility Carried by Structure: BOAT RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 133095, Location: Boat Run Road (Lat: 38.925869, Lng: -84.243819), Route carried "on" structure: County highway T0074, Year Built: 1932, Status: Posted for load-capacity, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 96 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 133 (year 2035), Design Load: HS 20, Features Intersected: BOAT RUN CREEK, Facility Carried by Structure: BOAT RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1331108, Location: Jett Hill (Lat: 38.970600, Lng: -84.231219), Route carried "on" structure: County highway C0135, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2038), Design Load: HS 20+Mod, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: Jett Hill
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 15.5m (50.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of corrective action, 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: Bituminous
Structure Number: 1331108, Location: Jett Hill (Lat: 38.970600, Lng: -84.231219), Route carried "on" structure: County highway C0135, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2038), Design Load: HS 20+Mod, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: Jett Hill
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 15.5m (50.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: High priority of corrective action, 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: Bituminous
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Structure Number: 1332317, Location: Pond Run Road (Lat: 38.987919, Lng: -84.280189), Route carried "on" structure: County highway T0767, Year Built: 1978, Status: Posted for load-capacity, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: POND RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1332317, Location: Pond Run Road (Lat: 38.987919, Lng: -84.280189), Route carried "on" structure: County highway T0767, Year Built: 1978, Status: Posted for load-capacity, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: POND RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1332377, Location: int. w/SR749 (Lat: 39.010211, Lng: -84.266489), Route carried "on" structure: County highway T0545, Year Built: 2018, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 555 (year 2037), Design Load: HL 93, Features Intersected: TENMILE CREEK, Facility Carried by Structure: Bristol Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1332377, Location: int. w/SR749 (Lat: 39.010211, Lng: -84.266489), Route carried "on" structure: County highway T0545, Year Built: 2018, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 400 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 555 (year 2037), Design Load: HL 93, Features Intersected: TENMILE CREEK, Facility Carried by Structure: Bristol Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1332597, Location: Wagner Road (Lat: 39.015769, Lng: -84.270781), Route carried "on" structure: County highway T0201, Year Built: 1971, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: Wagner Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1332597, Location: Wagner Road (Lat: 39.015769, Lng: -84.270781), Route carried "on" structure: County highway T0201, Year Built: 1971, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 351 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: Wagner Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1332759, Location: Fagins Run Road (Lat: 38.967419, Lng: -84.269400), Route carried "on" structure: County highway T0271, Year Built: 1918, Year Reconstructed: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 983 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,364 (year 2038), Design Load: HS 20+Mod, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: Fagins Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 1332759, Location: Fagins Run Road (Lat: 38.967419, Lng: -84.269400), Route carried "on" structure: County highway T0271, Year Built: 1918, Year Reconstructed: 1989, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 983 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,364 (year 2038), Design Load: HS 20+Mod, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: Fagins Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 1332805, Location: .01 MI. FROM SR132 (Lat: 38.969581, Lng: -84.260681), Route carried "on" structure: County highway T0270, Year Built: 1921, Year Reconstructed: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 291 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 404 (year 2038), Design Load: HS 20, Features Intersected: FAGINS RUN CREEK, Facility Carried by Structure: FAGINS LOOP RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 1332805, Location: .01 MI. FROM SR132 (Lat: 38.969581, Lng: -84.260681), Route carried "on" structure: County highway T0270, Year Built: 1921, Year Reconstructed: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 291 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 404 (year 2038), Design Load: HS 20, Features Intersected: FAGINS RUN CREEK, Facility Carried by Structure: FAGINS LOOP RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 133307, Location: 1.02 MI.E. OF JCT. SR.132 (Lat: 38.964239, Lng: -84.244431), Route carried "on" structure: County highway C0126, Year Built: 1999, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2038), Design Load: HS 20, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: TWELVE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 133307, Location: 1.02 MI.E. OF JCT. SR.132 (Lat: 38.964239, Lng: -84.244431), Route carried "on" structure: County highway C0126, Year Built: 1999, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 477 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 662 (year 2038), Design Load: HS 20, Features Intersected: TWELVE MILE CREEK, Facility Carried by Structure: TWELVE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.642, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1360213, Location: .2 MI N OF DICKENSON ST (Lat: 38.962061, Lng: -84.287831), Route carried "on" structure: Business City street 213, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 1,388 (year 2010), Design Load: HS 20+Mod, Features Intersected: TWELVEMILE CREEK, Facility Carried by Structure: FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1360213, Location: .2 MI N OF DICKENSON ST (Lat: 38.962061, Lng: -84.287831), Route carried "on" structure: Business City street 213, Year Built: 1900, Year Reconstructed: 1987, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 1,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 1,388 (year 2010), Design Load: HS 20+Mod, Features Intersected: TWELVEMILE CREEK, Facility Carried by Structure: FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1301446, Location: 1.2 MI E OF SR749 (Lat: 38.993339, Lng: -84.293769), Route carried "under" structure: US 52, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 13,673 (year 2016), Truck Traffic: 3%, Features Intersected: PRIV DR AT BECJD PWR STA, Facility Carried by Structure: BECKJORD DR UPPER
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 4.286, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 1301446, Location: 1.2 MI E OF SR749 (Lat: 38.993339, Lng: -84.293769), Route carried "under" structure: US 52, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 13,673 (year 2016), Truck Traffic: 3%, Features Intersected: PRIV DR AT BECJD PWR STA, Facility Carried by Structure: BECKJORD DR UPPER
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 4.286, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft)