Bridge Statistics for Huber Heights, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 42Number of bridges
- 328ft / 99.6mTotal length
- 777,370Total average daily traffic
- 149,267Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huber Heights
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11930-1939
- 121950-1959
- 61960-1969
- 31970-1979
- 71980-1989
- 21990-1999
- 82000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 21990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 14.8%Excellent
- 44.4%Very good
- 29.6%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Excellent
- 29.6%Very good
- 25.9%Good
- 11.1%Satisfactory
- Bridge Condition - Substructure
- 11.1%Excellent
- 29.6%Very good
- 44.4%Good
- 7.4%Satisfactory
- 7.4%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 50.0%Very good
- 11.5%Good
- 23.1%Satisfactory
- 7.7%Poor
- Bridge Condition - Culverts
- 42.9%Very good
- 14.3%Good
- 42.9%Satisfactory
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Structure Number: 1203495, Location: .16 MI E. MOT. CO. LINE (Lat: 39.865169, Lng: -84.049411), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 57,754 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 80,163 (year 2035), Design Load: HS 25 or greater, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 58.4m (191.6ft), Out-to-Out Width: 59.3m (194.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1203495, Location: .16 MI E. MOT. CO. LINE (Lat: 39.865169, Lng: -84.049411), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 57,754 (year 2015), Truck Traffic: 29%, Average Future Daily Traffic: 80,163 (year 2035), Design Load: HS 25 or greater, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 58.4m (191.6ft), Out-to-Out Width: 59.3m (194.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.8 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1248707, Location: 1/2MI E ST RT4 (Lat: 39.855839, Lng: -84.052531), Route carried "on" structure: County highway C0316, Year Built: 1968, Year Reconstructed: 2021, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,409 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,344 (year 2035), Design Load: HL 93, Features Intersected: LOWER VALLEY PK & MUD CK, Facility Carried by Structure: C-316
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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 desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1248707, Location: 1/2MI E ST RT4 (Lat: 39.855839, Lng: -84.052531), Route carried "on" structure: County highway C0316, Year Built: 1968, Year Reconstructed: 2021, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,409 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 3,344 (year 2035), Design Load: HL 93, Features Intersected: LOWER VALLEY PK & MUD CK, Facility Carried by Structure: C-316
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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 desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5535646, Location: 0.35 MI. E. OF SR201 (Lat: 39.910561, Lng: -84.079250), Route carried "on" structure: County highway 179, Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,905 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,644 (year 2038), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 5535646, Location: 0.35 MI. E. OF SR201 (Lat: 39.910561, Lng: -84.079250), Route carried "on" structure: County highway 179, Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,905 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 2,644 (year 2038), Design Load: HL 93, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 5536804, Location: 0.25 N OF CR177 (Lat: 39.885000, Lng: -84.061669), Route carried "on" structure: County highway 241, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,051 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,459 (year 2038), Design Load: HS 20+Mod, Features Intersected: WILLIAMS DITCH, Facility Carried by Structure: BELLEFONTAINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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: Bituminous
Structure Number: 5536804, Location: 0.25 N OF CR177 (Lat: 39.885000, Lng: -84.061669), Route carried "on" structure: County highway 241, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,051 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 1,459 (year 2038), Design Load: HS 20+Mod, Features Intersected: WILLIAMS DITCH, Facility Carried by Structure: BELLEFONTAINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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: Bituminous
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Structure Number: 5701147, Location: .27MI.N. OF GREENE COUNTY (Lat: 39.840211, Lng: -84.059519), Route carried "on" structure: State highway 4, Year Built: 1959, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10,605 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 14,720 (year 2035), Design Load: HS 20, Features Intersected: TRIBUTARY MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.436, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: Latex Concrete
Structure Number: 5701147, Location: .27MI.N. OF GREENE COUNTY (Lat: 39.840211, Lng: -84.059519), Route carried "on" structure: State highway 4, Year Built: 1959, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10,605 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 14,720 (year 2035), Design Load: HS 20, Features Intersected: TRIBUTARY MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.436, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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, 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: Latex Concrete
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Structure Number: 5701171, Location: .27MI.N. OF GREENE COUNTY (Lat: 39.840261, Lng: -84.059789), Route carried "on" structure: State highway 4, Year Built: 1959, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10,605 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 14,720 (year 2035), Design Load: HS 20, Features Intersected: TRIBUTARY MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.436, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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, 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: Latex Concrete
Structure Number: 5701171, Location: .27MI.N. OF GREENE COUNTY (Lat: 39.840261, Lng: -84.059789), Route carried "on" structure: State highway 4, Year Built: 1959, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10,605 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 14,720 (year 2035), Design Load: HS 20, Features Intersected: TRIBUTARY MAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.436, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very 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, 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: Latex Concrete
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Structure Number: 5701295, Location: .41MI.S. OF CLARK COUNTY (Lat: 39.859689, Lng: -84.056689), Route carried "on" structure: State highway 4, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 13,332 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 18,505 (year 2035), Design Load: H 20, Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.560, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5701295, Location: .41MI.S. OF CLARK COUNTY (Lat: 39.859689, Lng: -84.056689), Route carried "on" structure: State highway 4, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 13,332 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 18,505 (year 2035), Design Load: H 20, Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.560, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5701325, Location: .41MI.S. OF CLARK COUNTY (Lat: 39.859689, Lng: -84.057031), Route carried "on" structure: State highway 4, Year Built: 1957, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 13,332 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 18,505 (year 2035), Design Load: H 20, Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.560, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5701325, Location: .41MI.S. OF CLARK COUNTY (Lat: 39.859689, Lng: -84.057031), Route carried "on" structure: State highway 4, Year Built: 1957, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 13,332 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 18,505 (year 2035), Design Load: H 20, Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.560, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5701368, Location: JCT. IR-70 (Lat: 39.865019, Lng: -84.056389), Route carried "on" structure: State highway 4, Year Built: 1987, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,590 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 2,207 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.059, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: 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: 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: Equal to 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5701368, Location: JCT. IR-70 (Lat: 39.865019, Lng: -84.056389), Route carried "on" structure: State highway 4, Year Built: 1987, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 1,590 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 2,207 (year 2035), Design Load: HS 20+Mod, Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.059, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: 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: 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: Equal to 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5706092, Location: 1.63MI.E. OF JCT. IR-75 (Lat: 39.866989, Lng: -84.158711), Route carried "on" structure: City street M0018, Year Built: 1958, Year Reconstructed: 2017, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,220 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 105,178 (year 2035), Design Load: HS 20+Mod, Features Intersected: I70, Facility Carried by Structure: BRIDGEWATER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5706092, Location: 1.63MI.E. OF JCT. IR-75 (Lat: 39.866989, Lng: -84.158711), Route carried "on" structure: City street M0018, Year Built: 1958, Year Reconstructed: 2017, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 2,220 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 105,178 (year 2035), Design Load: HS 20+Mod, Features Intersected: I70, Facility Carried by Structure: BRIDGEWATER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 570613, Location: SR-202 & JCT I-70 (Lat: 39.869631, Lng: -84.137581), Route carried "on" structure: State highway 202, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 23,396 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 32,474 (year 2035), Design Load: HS 25 or greater, Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Very good, Superstructure: Excellent, 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: High priority of corrective action, Underclear: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 570613, Location: SR-202 & JCT I-70 (Lat: 39.869631, Lng: -84.137581), Route carried "on" structure: State highway 202, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 23,396 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 32,474 (year 2035), Design Load: HS 25 or greater, Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.5m (83.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 25.5m (83.7ft), Out-to-Out Width: 30.9m (101.4ft)
Condition: Deck: Very good, Superstructure: Excellent, 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: High priority of corrective action, Underclear: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5706149, Location: .76 MI.W. JCT. SR-202 (Lat: 39.869869, Lng: -84.151700), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 72,071 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 100,035 (year 2035), Design Load: HS 25 or greater, Features Intersected: TRIB. GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.354, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft)
Condition: Channel: Excellent, Culverts: Very 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, 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
Structure Number: 5706149, Location: .76 MI.W. JCT. SR-202 (Lat: 39.869869, Lng: -84.151700), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 72,071 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 100,035 (year 2035), Design Load: HS 25 or greater, Features Intersected: TRIB. GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.354, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft)
Condition: Channel: Excellent, Culverts: Very 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, 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
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Structure Number: 5706203, Location: JCT. SR-201 (Lat: 39.867719, Lng: -84.100650), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 54,247 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 75,295 (year 2035), Design Load: HS 25 or greater, Features Intersected: SR-201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.748, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5706203, Location: JCT. SR-201 (Lat: 39.867719, Lng: -84.100650), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 54,247 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 75,295 (year 2035), Design Load: HS 25 or greater, Features Intersected: SR-201
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.748, Lanes on structure: 6, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.4m (139.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5706254, Location: 1.03MI E OF LCT.SR-201 (Lat: 39.866619, Lng: -84.081481), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 63,339 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 87,915 (year 2035), Design Load: HS 25 or greater, Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.8m (137.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Very good, Culverts: Very 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, 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
Structure Number: 5706254, Location: 1.03MI E OF LCT.SR-201 (Lat: 39.866619, Lng: -84.081481), Route carried "on" structure: Interstate 70, Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 63,339 (year 2015), Truck Traffic: 24%, Average Future Daily Traffic: 87,915 (year 2035), Design Load: HS 25 or greater, Features Intersected: DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.406, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.8m (137.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Very good, Culverts: Very 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, 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
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Structure Number: 570627, Location: 1.13MI.E. OF JCT. SR-201 (Lat: 39.866219, Lng: -84.079700), Route carried "on" structure: County highway C0101, Year Built: 1958, Year Reconstructed: 2012, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 3,122 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 87,915 (year 2035), Design Load: HS 20+Mod, Features Intersected: I70, Facility Carried by Structure: BELLEFONTAIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: Meets minimum limits, Underclear: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 570627, Location: 1.13MI.E. OF JCT. SR-201 (Lat: 39.866219, Lng: -84.079700), Route carried "on" structure: County highway C0101, Year Built: 1958, Year Reconstructed: 2012, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 3,122 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 87,915 (year 2035), Design Load: HS 20+Mod, Features Intersected: I70, Facility Carried by Structure: BELLEFONTAIN RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: Meets minimum limits, Underclear: High priority of corrective action, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5709504, Location: .74MI N OF JCT IR70 (Lat: 39.878119, Lng: -84.098600), Route carried "on" structure: State highway 201, Year Built: 1972, Year Reconstructed: 2011, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 9,362 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 12,994 (year 2035), Design Load: H 20, Features Intersected: TRIBUTARY DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.933, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 5.9m (19.4ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5709504, Location: .74MI N OF JCT IR70 (Lat: 39.878119, Lng: -84.098600), Route carried "on" structure: State highway 201, Year Built: 1972, Year Reconstructed: 2011, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 9,362 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 12,994 (year 2035), Design Load: H 20, Features Intersected: TRIBUTARY DRYLICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.933, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 5.9m (19.4ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5709628, Location: 1.57MI S OF JCT IR70 (Lat: 39.846939, Lng: -84.139431), Route carried "on" structure: State highway 202, Year Built: 2017, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 21,900 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 25,908 (year 2037), Design Load: HL 93, Features Intersected: TRIB GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.366, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5709628, Location: 1.57MI S OF JCT IR70 (Lat: 39.846939, Lng: -84.139431), Route carried "on" structure: State highway 202, Year Built: 2017, Status: Open, Structure Length: 2.63m (8.63ft), Average Daily Traffic: 21,900 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 25,908 (year 2037), Design Load: HL 93, Features Intersected: TRIB GREAT MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.366, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Very good, 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 570966, Location: .09M S.OF SR4 (Lat: 39.843639, Lng: -84.058789), Route carried "on" structure: Ramp State highway 235, Year Built: 1959, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 11,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,400 (year 2041), Design Load: HL 93, Features Intersected: S4, Facility Carried by Structure: SR4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 43.1 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: 33.4 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 570966, Location: .09M S.OF SR4 (Lat: 39.843639, Lng: -84.058789), Route carried "on" structure: Ramp State highway 235, Year Built: 1959, Status: Open, Structure Length: 7.45m (24.44ft), Average Daily Traffic: 11,300 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 13,400 (year 2041), Design Load: HL 93, Features Intersected: S4, Facility Carried by Structure: SR4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.2m (33.5ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 43.1 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: 33.4 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 5709733, Location: INTERSECTION IR70 (Lat: 39.864989, Lng: -84.055489), Route carried "on" structure: State highway 235, Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 7,064 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,805 (year 2035), Design Load: HS 20+Mod, Features Intersected: I70, Facility Carried by Structure: IR70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 19.4 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: 16.2 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5709733, Location: INTERSECTION IR70 (Lat: 39.864989, Lng: -84.055489), Route carried "on" structure: State highway 235, Year Built: 1987, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 7,064 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 9,805 (year 2035), Design Load: HS 20+Mod, Features Intersected: I70, Facility Carried by Structure: IR70
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 19.4 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: 16.2 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5709792, Location: SR4 UNDERPASS RAMP (Lat: 39.866969, Lng: -84.055261), Route carried "on" structure: State highway 235, Year Built: 1987, Year Reconstructed: 2018, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 13,020 (year 2038), Design Load: HS 20+Mod, Features Intersected: S4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.849, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, 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: 58.3 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, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5709792, Location: SR4 UNDERPASS RAMP (Lat: 39.866969, Lng: -84.055261), Route carried "on" structure: State highway 235, Year Built: 1987, Year Reconstructed: 2018, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 14,000 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 13,020 (year 2038), Design Load: HS 20+Mod, Features Intersected: S4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.849, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, 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: 58.3 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, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5770017, Location: OVER GREAT MIAMI RIVER (Lat: 39.854969, Lng: -84.172439), Route carried "on" structure: City street M0228, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 16,683 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 23,156 (year 2036), Design Load: HS 20+Mod, Features Intersected: Great Miami River, Facility Carried by Structure: Little York Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5770017, Location: OVER GREAT MIAMI RIVER (Lat: 39.854969, Lng: -84.172439), Route carried "on" structure: City street M0228, Year Built: 1974, Year Reconstructed: 2010, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 16,683 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 23,156 (year 2036), Design Load: HS 20+Mod, Features Intersected: Great Miami River, Facility Carried by Structure: Little York Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5770025, Location: 1 MILE WEST OF SR 202 (Lat: 39.841750, Lng: -84.160000), Route carried "on" structure: City street M0108, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,307 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 4,590 (year 2036), Design Load: HS 25 or greater, Features Intersected: Wildcat Run, Facility Carried by Structure: FISHBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 88.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5770025, Location: 1 MILE WEST OF SR 202 (Lat: 39.841750, Lng: -84.160000), Route carried "on" structure: City street M0108, Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,307 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 4,590 (year 2036), Design Load: HS 25 or greater, Features Intersected: Wildcat Run, Facility Carried by Structure: FISHBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 88.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5770033, Location: .3 MI. W. OF SR202 (Lat: 39.841100, Lng: -84.145381), Route carried "on" structure: City street M0108, Year Built: 1962, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,307 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 4,590 (year 2036), Features Intersected: Trib. to 6 Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 74.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5770033, Location: .3 MI. W. OF SR202 (Lat: 39.841100, Lng: -84.145381), Route carried "on" structure: City street M0108, Year Built: 1962, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,307 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 4,590 (year 2036), Features Intersected: Trib. to 6 Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.060, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: 74.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5770106, Location: .6 MILE WEST OF SR 4 (Lat: 39.844489, Lng: -84.072069), Route carried "on" structure: City street M0228, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,346 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 10,196 (year 2036), Features Intersected: branch to Henry Creek, Facility Carried by Structure: Chambersburg Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 5770106, Location: .6 MILE WEST OF SR 4 (Lat: 39.844489, Lng: -84.072069), Route carried "on" structure: City street M0228, Year Built: 1955, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 7,346 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 10,196 (year 2036), Features Intersected: branch to Henry Creek, Facility Carried by Structure: Chambersburg Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 5770122, Location: .9 MILE WEST OF SR202 (Lat: 39.835511, Lng: -84.158550), Route carried "on" structure: City street M0110, Year Built: 1995, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,479 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 2,053 (year 2036), Design Load: H 20, Features Intersected: Wildcat Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County 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: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 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: Better than present minimum 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: Bituminous, Membrane: Built-up, Deck Protection: Bituminous
Structure Number: 5770122, Location: .9 MILE WEST OF SR202 (Lat: 39.835511, Lng: -84.158550), Route carried "on" structure: City street M0110, Year Built: 1995, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,479 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 2,053 (year 2036), Design Load: H 20, Features Intersected: Wildcat Run
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County 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: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.3 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: Better than present minimum 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: Bituminous, Membrane: Built-up, Deck Protection: Bituminous
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Structure Number: 5770181, Location: AT TAYLORSVILLE ROAD (Lat: 39.859981, Lng: -84.060989), Route carried "on" structure: City street M0525, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 373 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 518 (year 2038), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: NEW CARLISLE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5770181, Location: AT TAYLORSVILLE ROAD (Lat: 39.859981, Lng: -84.060989), Route carried "on" structure: City street M0525, Year Built: 1900, Year Reconstructed: 1985, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 373 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 518 (year 2038), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: NEW CARLISLE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5770211, Location: AT POWELL ROAD (Lat: 39.835639, Lng: -84.156300), Route carried "on" structure: City street M0111, Year Built: 1968, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 165 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 229 (year 2021), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: ENDICOTT ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5770211, Location: AT POWELL ROAD (Lat: 39.835639, Lng: -84.156300), Route carried "on" structure: City street M0111, Year Built: 1968, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 165 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 229 (year 2021), Design Load: HS 15, Features Intersected: STREAM, Facility Carried by Structure: ENDICOTT ROAD
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5770254, Location: .4 MI W BELLEFONTAINE RD (Lat: 39.868731, Lng: -84.087189), Route carried "on" structure: City street M0112, Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 535 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 743 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: SHULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.488, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 5770254, Location: .4 MI W BELLEFONTAINE RD (Lat: 39.868731, Lng: -84.087189), Route carried "on" structure: City street M0112, Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 535 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 743 (year 2040), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: SHULL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.488, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 577027, Location: .3 MILE EAST OF SR 202 (Lat: 39.829289, Lng: -84.135489), Route carried "on" structure: City street M2285, Year Built: 1957, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 439 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 609 (year 2038), Design Load: HS 20, Features Intersected: TRIBUTARY MAD RIVER, Facility Carried by Structure: MOZART AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Poor, Culverts: 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Structure Number: 577027, Location: .3 MILE EAST OF SR 202 (Lat: 39.829289, Lng: -84.135489), Route carried "on" structure: City street M2285, Year Built: 1957, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 439 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 609 (year 2038), Design Load: HS 20, Features Intersected: TRIBUTARY MAD RIVER, Facility Carried by Structure: MOZART AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Poor, Culverts: 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: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum 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: 5770289, Location: .4 MI E SR202 VIA MURDOCK (Lat: 39.826389, Lng: -84.133939), Route carried "on" structure: City street M2288, Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 955 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,326 (year 2038), Design Load: HS 15, Features Intersected: TRIBUTARY MAD RIVER, Facility Carried by Structure: LONGFELLOW STREET
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Structure Number: 5770289, Location: .4 MI E SR202 VIA MURDOCK (Lat: 39.826389, Lng: -84.133939), Route carried "on" structure: City street M2288, Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 955 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,326 (year 2038), Design Load: HS 15, Features Intersected: TRIBUTARY MAD RIVER, Facility Carried by Structure: LONGFELLOW STREET
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 5770297, Location: .41 MILE EAST OF SR202 (Lat: 39.827861, Lng: -84.134669), Route carried "on" structure: City street M2289, Year Built: 1960, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 717 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 995 (year 2038), Design Load: HS 15, Features Intersected: TRIBUTARY MAD RIVER, Facility Carried by Structure: LESTON AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Structure Number: 5770297, Location: .41 MILE EAST OF SR202 (Lat: 39.827861, Lng: -84.134669), Route carried "on" structure: City street M2289, Year Built: 1960, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 717 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 995 (year 2038), Design Load: HS 15, Features Intersected: TRIBUTARY MAD RIVER, Facility Carried by Structure: LESTON AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: 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: 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum 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: 5770343, Location: .1 MILE EAST OF SR 202 (Lat: 39.848189, Lng: -84.137919), Route carried "on" structure: City street M0228, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,113 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 14,037 (year 2036), Design Load: HS 25 or greater, Features Intersected: Six Mile Creek, Facility Carried by Structure: Chambersburg Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 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 desirable 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
Structure Number: 5770343, Location: .1 MILE EAST OF SR 202 (Lat: 39.848189, Lng: -84.137919), Route carried "on" structure: City street M0228, Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10,113 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 14,037 (year 2036), Design Load: HS 25 or greater, Features Intersected: Six Mile Creek, Facility Carried by Structure: Chambersburg Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 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 desirable 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
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Structure Number: 5770394, Location: .8 MILE WEST OF SR202 (Lat: 39.834939, Lng: -84.156981), Route carried "on" structure: City street M0110, Year Built: 2006, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,479 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 2,053 (year 2036), Design Load: HS 20+Mod, Features Intersected: Six Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5770394, Location: .8 MILE WEST OF SR202 (Lat: 39.834939, Lng: -84.156981), Route carried "on" structure: City street M0110, Year Built: 2006, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,479 (year 2016), Truck Traffic: 17%, Average Future Daily Traffic: 2,053 (year 2036), Design Load: HS 20+Mod, Features Intersected: Six Mile Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5770459, Location: .04 MI S. OF E. SHULL RD (Lat: 39.870469, Lng: -84.090539), Route carried "on" structure: County highway CH1SP, Year Built: 1980, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2033), Design Load: HS 20+Mod, Features Intersected: Drylick Run, Facility Carried by Structure: CARRIAGE HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), 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: 5770459, Location: .04 MI S. OF E. SHULL RD (Lat: 39.870469, Lng: -84.090539), Route carried "on" structure: County highway CH1SP, Year Built: 1980, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 139 (year 2033), Design Load: HS 20+Mod, Features Intersected: Drylick Run, Facility Carried by Structure: CARRIAGE HILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Local Park, Forest, or Reservation Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), 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: 5701368, Location: JCT. IR-70 (Lat: 39.865019, Lng: -84.056389), Route carried "under" structure: Interstate 70, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 48,624 (year 2015), Truck Traffic: 24%, Features Intersected: S4, Facility Carried by Structure: SR-4
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 37.546, Lanes on structure: 3, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: 5701368, Location: JCT. IR-70 (Lat: 39.865019, Lng: -84.056389), Route carried "under" structure: Interstate 70, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 48,624 (year 2015), Truck Traffic: 24%, Features Intersected: S4, Facility Carried by Structure: SR-4
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 37.546, Lanes on structure: 3, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: 5706092, Location: 1.63MI.E. OF JCT. IR-75 (Lat: 39.866989, Lng: -84.158711), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 75,777 (year 2016), Truck Traffic: 24%, Features Intersected: C18(BRIDGEWATER ROAD), Facility Carried by Structure: BRIDGEWATER RD.
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 28.695, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 5706092, Location: 1.63MI.E. OF JCT. IR-75 (Lat: 39.866989, Lng: -84.158711), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 75,777 (year 2016), Truck Traffic: 24%, Features Intersected: C18(BRIDGEWATER ROAD), Facility Carried by Structure: BRIDGEWATER RD.
Minimum Vertical Clearance: 6.52m (21.39ft), Kilometerpoint: 28.695, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 570613, Location: SR-202 & JCT I-70 (Lat: 39.869631, Lng: -84.137581), Route carried "under" structure: Interstate 70, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 53,343 (year 2015), Truck Traffic: 24%, Features Intersected: SR-202, Facility Carried by Structure: SR-202
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 30.610, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 570613, Location: SR-202 & JCT I-70 (Lat: 39.869631, Lng: -84.137581), Route carried "under" structure: Interstate 70, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 53,343 (year 2015), Truck Traffic: 24%, Features Intersected: SR-202, Facility Carried by Structure: SR-202
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 30.610, Lanes on structure: 7, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 5706203, Location: JCT. SR-201 (Lat: 39.867719, Lng: -84.100650), Route carried "under" structure: State highway 201, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,659 (year 2015), Truck Traffic: 4%, Features Intersected: IR-70, Facility Carried by Structure: IR-70
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 14.774, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.7m (133.5ft)
Structure Number: 5706203, Location: JCT. SR-201 (Lat: 39.867719, Lng: -84.100650), Route carried "under" structure: State highway 201, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 18,659 (year 2015), Truck Traffic: 4%, Features Intersected: IR-70, Facility Carried by Structure: IR-70
Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 14.774, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.7m (133.5ft)
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Structure Number: 570627, Location: 1.13MI.E. OF JCT. SR-201 (Lat: 39.866219, Lng: -84.079700), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 63,339 (year 2015), Truck Traffic: 24%, Features Intersected: C101(BELLEFONTAINE ROAD), Facility Carried by Structure: BELLEFONTAIN RD.
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 35.567, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
Structure Number: 570627, Location: 1.13MI.E. OF JCT. SR-201 (Lat: 39.866219, Lng: -84.079700), Route carried "under" structure: Interstate 70, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 63,339 (year 2015), Truck Traffic: 24%, Features Intersected: C101(BELLEFONTAINE ROAD), Facility Carried by Structure: BELLEFONTAIN RD.
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 35.567, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft)
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Structure Number: 570966, Location: .09M S.OF SR4 (Lat: 39.843639, Lng: -84.058789), Route carried "under" structure: State highway 4, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 25,812 (year 2015), Truck Traffic: 10%, Features Intersected: S235*S C28(CHAMRBG RD)*W
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 36.806, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 570966, Location: .09M S.OF SR4 (Lat: 39.843639, Lng: -84.058789), Route carried "under" structure: State highway 4, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 25,812 (year 2015), Truck Traffic: 10%, Features Intersected: S235*S C28(CHAMRBG RD)*W
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 36.806, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 5709733, Location: INTERSECTION IR70 (Lat: 39.864989, Lng: -84.055489), Route carried "under" structure: Interstate 70, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 48,624 (year 2015), Truck Traffic: 24%, Features Intersected: SR-235
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 37.626, Lanes on structure: 3, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
Structure Number: 5709733, Location: INTERSECTION IR70 (Lat: 39.864989, Lng: -84.055489), Route carried "under" structure: Interstate 70, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 48,624 (year 2015), Truck Traffic: 24%, Features Intersected: SR-235
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 37.626, Lanes on structure: 3, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.3m (119.1ft)
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Structure Number: 5709792, Location: SR4 UNDERPASS RAMP (Lat: 39.866969, Lng: -84.055261), Route carried "under" structure: State highway 4, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 1,590 (year 2015), Truck Traffic: 10%, Features Intersected: SR-235, Facility Carried by Structure: SR-235
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 39.107, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.6m (44.6ft)
Structure Number: 5709792, Location: SR4 UNDERPASS RAMP (Lat: 39.866969, Lng: -84.055261), Route carried "under" structure: State highway 4, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 1,590 (year 2015), Truck Traffic: 10%, Features Intersected: SR-235, Facility Carried by Structure: SR-235
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 39.107, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.6m (44.6ft)