Bridge Statistics for Milford, Ohio (OH)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 397ft / 121mTotal length
- 313,715Total average daily traffic
- 14,540Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milford
- No street view available for this location
- New bridges - historical statistics
- 181970-1979
- 41980-1989
- 41990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 61990-1999
- 22000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 70.0%Good
- 5.0%Satisfactory
- Bridge Condition - Superstructure
- 70.0%Very good
- 20.0%Good
- 5.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 5.0%Excellent
- 70.0%Very good
- 15.0%Good
- 5.0%Satisfactory
- 5.0%Poor
- Bridge Condition - Channel
- 15.4%Excellent
- 15.4%Very good
- 23.1%Good
- 38.5%Satisfactory
- 7.7%Fair
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Structure Number: 1300822, Location: 200 FT E OF SR 131 JNCT (Lat: 39.172039, Lng: -84.272611), Route carried "on" structure: US 50, Year Built: 1993, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 8,947 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1300822, Location: 200 FT E OF SR 131 JNCT (Lat: 39.172039, Lng: -84.272611), Route carried "on" structure: US 50, Year Built: 1993, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 8,947 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 130083, Location: 2.28 MI E OF HAM/CLE LINE (Lat: 39.167569, Lng: -84.263361), Route carried "on" structure: US 50, Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 8,947 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 130083, Location: 2.28 MI E OF HAM/CLE LINE (Lat: 39.167569, Lng: -84.263361), Route carried "on" structure: US 50, Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 8,947 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.621, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 11.0m (36.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1300857, Location: 1.4 MI NO OF MILFORD CORP (Lat: 39.148239, Lng: -84.254819), Route carried "on" structure: US 50, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 12,798 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 17,764 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1300857, Location: 1.4 MI NO OF MILFORD CORP (Lat: 39.148239, Lng: -84.254819), Route carried "on" structure: US 50, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 12,798 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 17,764 (year 2035), Design Load: HS 20+Mod, Features Intersected: TRIB E FORK LIT MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.132, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1302515, Location: JUST E OF US50 (Lat: 39.173181, Lng: -84.273389), Route carried "on" structure: State highway 131, Year Built: 1989, Year Reconstructed: 2013, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 13,534 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,785 (year 2035), Design Load: HS 20+Mod, Features Intersected: HAPPY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1302515, Location: JUST E OF US50 (Lat: 39.173181, Lng: -84.273389), Route carried "on" structure: State highway 131, Year Built: 1989, Year Reconstructed: 2013, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 13,534 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,785 (year 2035), Design Load: HS 20+Mod, Features Intersected: HAPPY HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 22.3m (73.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1302531, Location: OVER I275 (Lat: 39.175669, Lng: -84.267661), Route carried "on" structure: State highway 131, Year Built: 1972, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 13,534 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,785 (year 2035), Design Load: H 20, Features Intersected: I275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1302531, Location: OVER I275 (Lat: 39.175669, Lng: -84.267661), Route carried "on" structure: State highway 131, Year Built: 1972, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 13,534 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 18,785 (year 2035), Design Load: H 20, Features Intersected: I275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.5m (103.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 130553, Location: OVER US50 (Lat: 39.169489, Lng: -84.267739), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 27,768 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 38,542 (year 2035), Design Load: HS 20, Features Intersected: US50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 130553, Location: OVER US50 (Lat: 39.169489, Lng: -84.267739), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 27,768 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 38,542 (year 2035), Design Load: HS 20, Features Intersected: US50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305549, Location: OVER US50 (Lat: 39.169650, Lng: -84.268081), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 27,768 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 38,542 (year 2035), Design Load: HS 20+Mod, Features Intersected: US50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305549, Location: OVER US50 (Lat: 39.169650, Lng: -84.268081), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 5.93m (19.46ft), Average Daily Traffic: 27,768 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 38,542 (year 2035), Design Load: HS 20+Mod, Features Intersected: US50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.835, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.9m (65.3ft)
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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305573, Location: .2 MI SO OF US50 (Lat: 39.166819, Lng: -84.267589), Route carried "on" structure: Interstate 275, Year Built: 1970, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 2,225 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,088 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.141, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305573, Location: .2 MI SO OF US50 (Lat: 39.166819, Lng: -84.267589), Route carried "on" structure: Interstate 275, Year Built: 1970, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 2,225 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,088 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.141, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305581, Location: .2 MI SO OF US50 (Lat: 39.166861, Lng: -84.267919), Route carried "on" structure: Interstate 275, Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 2,225 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,088 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.114, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305581, Location: .2 MI SO OF US50 (Lat: 39.166861, Lng: -84.267919), Route carried "on" structure: Interstate 275, Year Built: 1970, Status: Open, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 2,225 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 3,088 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.114, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.3m (66.6ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305603, Location: OVER SR 450 (Lat: 39.159689, Lng: -84.267150), Route carried "on" structure: Interstate 275, Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 19,301 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 26,790 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305603, Location: OVER SR 450 (Lat: 39.159689, Lng: -84.267150), Route carried "on" structure: Interstate 275, Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 19,301 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 26,790 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.5m (73.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305611, Location: OVER SR 450 (Lat: 39.159731, Lng: -84.267519), Route carried "on" structure: Interstate 275, Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 19,301 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 26,790 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305611, Location: OVER SR 450 (Lat: 39.159731, Lng: -84.267519), Route carried "on" structure: Interstate 275, Year Built: 1970, Year Reconstructed: 2003, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 19,301 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 26,790 (year 2035), Design Load: HS 20+Mod, Features Intersected: SR 450
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.946, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1305654, Location: .4 MI S OF US50F (Lat: 39.154400, Lng: -84.266639), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 1,149 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,595 (year 2035), Design Load: HS 20+Mod, Features Intersected: NSRR;C106(ROUN BT RD);DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305654, Location: .4 MI S OF US50F (Lat: 39.154400, Lng: -84.266639), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 7.40m (24.28ft), Average Daily Traffic: 1,149 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,595 (year 2035), Design Load: HS 20+Mod, Features Intersected: NSRR;C106(ROUN BT RD);DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.5m (73.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: 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: Febuary 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: 1305662, Location: .4 MI S OF US50F (Lat: 39.154489, Lng: -84.267000), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,149 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,595 (year 2035), Design Load: HS 20+Mod, Features Intersected: NSRR;C106(ROUN BT RD);DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1305662, Location: .4 MI S OF US50F (Lat: 39.154489, Lng: -84.267000), Route carried "on" structure: Interstate 275, Year Built: 1972, Year Reconstructed: 2003, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 1,149 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,595 (year 2035), Design Load: HS 20+Mod, Features Intersected: NSRR;C106(ROUN BT RD);DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 5, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 29.9m (98.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1306375, Location: .3 MI E OF I275 (Lat: 39.158719, Lng: -84.261089), Route carried "on" structure: State highway 450, Year Built: 1973, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 7,770 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,785 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R, Facility Carried by Structure: US50F WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1306375, Location: .3 MI E OF I275 (Lat: 39.158719, Lng: -84.261089), Route carried "on" structure: State highway 450, Year Built: 1973, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 7,770 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,785 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R, Facility Carried by Structure: US50F WB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1306383, Location: .3 MI E OF I275 (Lat: 39.158519, Lng: -84.261311), Route carried "on" structure: State highway 450, Year Built: 1973, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 7,770 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,785 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1306383, Location: .3 MI E OF I275 (Lat: 39.158519, Lng: -84.261311), Route carried "on" structure: State highway 450, Year Built: 1973, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 7,770 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 10,785 (year 2035), Design Load: HS 20+Mod, Features Intersected: EAST FORK LITTLE MIAMI R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1331353, Location: 3 MI. W. OF JCT. SR50 (Lat: 39.156731, Lng: -84.275419), Route carried "on" structure: County highway C0106, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,597 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 7,769 (year 2035), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: Round Bottom
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1331353, Location: 3 MI. W. OF JCT. SR50 (Lat: 39.156731, Lng: -84.275419), Route carried "on" structure: County highway C0106, Year Built: 2000, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,597 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 7,769 (year 2035), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: Round Bottom
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.366, 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Excellent, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1331868, Location: .02 MI. N.OF JCT. C.R.106 (Lat: 39.155231, Lng: -84.288739), Route carried "on" structure: County highway C0113, Year Built: 1996, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20+Mod, Features Intersected: E.FK.LITTLE MIAMI RIVER, Facility Carried by Structure: SOUTH MILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1331868, Location: .02 MI. N.OF JCT. C.R.106 (Lat: 39.155231, Lng: -84.288739), Route carried "on" structure: County highway C0113, Year Built: 1996, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 1,295 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 1,797 (year 2035), Design Load: HS 20+Mod, Features Intersected: E.FK.LITTLE MIAMI RIVER, Facility Carried by Structure: SOUTH MILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1332988, Location: Happy Hollow Rd (Lat: 39.176081, Lng: -84.271689), Route carried "on" structure: County highway T0241, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 236 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 328 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: Happy Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1332988, Location: Happy Hollow Rd (Lat: 39.176081, Lng: -84.271689), Route carried "on" structure: County highway T0241, Year Built: 1989, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 236 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 328 (year 2035), Design Load: HS 20+Mod, Features Intersected: STREAM, Facility Carried by Structure: Happy Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 74.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1360639, Location: 0.74 MI S OF JCT US 50 (Lat: 39.163550, Lng: -84.276539), Route carried "on" structure: City street MILPK, Year Built: 1997, Status: Open, Structure Length: 9.92m (32.55ft), Average Daily Traffic: 22,268 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 30,908 (year 2038), Design Load: HS 20+Mod, Features Intersected: E FORK LITTLE MIAMI RIV, Facility Carried by Structure: MILFORD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1360639, Location: 0.74 MI S OF JCT US 50 (Lat: 39.163550, Lng: -84.276539), Route carried "on" structure: City street MILPK, Year Built: 1997, Status: Open, Structure Length: 9.92m (32.55ft), Average Daily Traffic: 22,268 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 30,908 (year 2038), Design Load: HS 20+Mod, Features Intersected: E FORK LITTLE MIAMI RIV, Facility Carried by Structure: MILFORD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable 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: May 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: 3104184, Location: LITTLE MIAMI IN MILFORD (Lat: 39.171631, Lng: -84.298881), Route carried "on" structure: US 50, Year Built: 1980, Year Reconstructed: 2000, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 13,924 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 19,327 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.001, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.9m (65.3ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3104184, Location: LITTLE MIAMI IN MILFORD (Lat: 39.171631, Lng: -84.298881), Route carried "on" structure: US 50, Year Built: 1980, Year Reconstructed: 2000, Status: Open, Structure Length: 9.04m (29.66ft), Average Daily Traffic: 13,924 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 19,327 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE MIAMI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.001, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.9m (65.3ft)
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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: July 2019, 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: 1302531, Location: OVER I275 (Lat: 39.175669, Lng: -84.267661), Route carried "under" structure: Interstate 275, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 55,535 (year 2015), Truck Traffic: 5%, Features Intersected: S131, Facility Carried by Structure: SR131
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 81.594, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
Structure Number: 1302531, Location: OVER I275 (Lat: 39.175669, Lng: -84.267661), Route carried "under" structure: Interstate 275, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 55,535 (year 2015), Truck Traffic: 5%, Features Intersected: S131, Facility Carried by Structure: SR131
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 81.594, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.5m (103.3ft)
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Structure Number: 130553, Location: OVER US50 (Lat: 39.169489, Lng: -84.267739), Route carried "under" structure: US 50, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Features Intersected: IR 275*W, Facility Carried by Structure: I275 NB
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 3.203, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft)
Structure Number: 130553, Location: OVER US50 (Lat: 39.169489, Lng: -84.267739), Route carried "under" structure: US 50, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Features Intersected: IR 275*W, Facility Carried by Structure: I275 NB
Minimum Vertical Clearance: 6.99m (22.93ft), Kilometerpoint: 3.203, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft)
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Structure Number: 1305549, Location: OVER US50 (Lat: 39.169650, Lng: -84.268081), Route carried "under" structure: US 50, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Features Intersected: IR 275*E, Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 3.170, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft)
Structure Number: 1305549, Location: OVER US50 (Lat: 39.169650, Lng: -84.268081), Route carried "under" structure: US 50, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 6,446 (year 2015), Truck Traffic: 2%, Features Intersected: IR 275*E, Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 3.170, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft)
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Structure Number: 1305603, Location: OVER SR 450 (Lat: 39.159689, Lng: -84.267150), Route carried "under" structure: State highway 450, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 12,583 (year 2015), Truck Traffic: 5%, Features Intersected: IR-275*W, Facility Carried by Structure: IR 275 NB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 54.718, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1305603, Location: OVER SR 450 (Lat: 39.159689, Lng: -84.267150), Route carried "under" structure: State highway 450, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 12,583 (year 2015), Truck Traffic: 5%, Features Intersected: IR-275*W, Facility Carried by Structure: IR 275 NB
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 54.718, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1305611, Location: OVER SR 450 (Lat: 39.159731, Lng: -84.267519), Route carried "under" structure: State highway 450, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 12,583 (year 2015), Truck Traffic: 5%, Features Intersected: I275*E, Facility Carried by Structure: IR 275 SB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 49.890, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1305611, Location: OVER SR 450 (Lat: 39.159731, Lng: -84.267519), Route carried "under" structure: State highway 450, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 12,583 (year 2015), Truck Traffic: 5%, Features Intersected: I275*E, Facility Carried by Structure: IR 275 SB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 49.890, Lanes on structure: 5, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 1305654, Location: .4 MI S OF US50F (Lat: 39.154400, Lng: -84.266639), Route carried "under" structure: County highway 106, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,809 (year 2015), Truck Traffic: 3%, Features Intersected: I275*W, Facility Carried by Structure: I275 NB
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 27.842, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 1305654, Location: .4 MI S OF US50F (Lat: 39.154400, Lng: -84.266639), Route carried "under" structure: County highway 106, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,809 (year 2015), Truck Traffic: 3%, Features Intersected: I275*W, Facility Carried by Structure: I275 NB
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 27.842, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 1305662, Location: .4 MI S OF US50F (Lat: 39.154489, Lng: -84.267000), Route carried "under" structure: County highway 106, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,809 (year 2015), Truck Traffic: 3%, Features Intersected: I275*E, Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 6.88m (22.57ft), Kilometerpoint: 27.359, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)
Structure Number: 1305662, Location: .4 MI S OF US50F (Lat: 39.154489, Lng: -84.267000), Route carried "under" structure: County highway 106, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,809 (year 2015), Truck Traffic: 3%, Features Intersected: I275*E, Facility Carried by Structure: I275 SB
Minimum Vertical Clearance: 6.88m (22.57ft), Kilometerpoint: 27.359, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.0m (75.5ft)