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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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)

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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)

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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)

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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)

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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)

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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)

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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)