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

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Structure Number: 3102327,  Location: 0.21 MI S OF EVENDALE (Lat: 39.237569,  Lng: -84.431361),  Route carried "on" structure: US 42,  Year Built: 1976,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 19,000 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,268 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.280,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3102343,  Location: 0.18 MI S OF SR 126 JCT (Lat: 39.251700,  Lng: -84.424200),  Route carried "on" structure: US 42,  Year Built: 1931,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 17,484 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,268 (year 2035),  Design Load: H 15,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.970,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021

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Structure Number: 3110753,  Location: 1.3 MI S OF SR 126 (Lat: 39.236050,  Lng: -84.450789),  Route carried "on" structure: City street M3703,  Year Built: 2020,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 2,377 (year 2019),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,299 (year 2039),  Design Load: HL 93,  Features Intersected: IR75,  Facility Carried by Structure: SHEPHERD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.781,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 55.1 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3110842,  Location: .8 MI S OF SR 126 (Lat: 39.242389,  Lng: -84.450100),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 2020,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 5,509 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 944,000 (year 2039),  Design Load: HL 93,  Features Intersected: RAMP W/HAM-75-1010 PROJ.,  Facility Carried by Structure: Ramp to GE Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.533,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.6m (110.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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 12 months,  Inspection Date: August 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: 3110877,  Location: GLENDALE-MILFORD RD (Lat: 39.254139,  Lng: -84.443539),  Route carried "on" structure: County highway CR761,  Year Built: 2018,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 144,300 (year 2010),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,980 (year 2030),  Design Load: HL 93,  Features Intersected: IR 75, RAMPS C, D & K,  Facility Carried by Structure: GLENDALE-MILFORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.274,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.9m (91.5ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 55.1 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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.71m (31.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3138607,  Location: .1 MI W OF US 42 (Lat: 39.254311,  Lng: -84.425831),  Route carried "on" structure: County highway C0761,  Year Built: 1960,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 17,497 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,286 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: GLENDALE MILFORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.692,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3164969,  Location: 0.5 MI E OF IR 75 (Lat: 39.254189,  Lng: -84.435661),  Route carried "on" structure: City street GMR,  Year Built: 1960,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 24,750 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,353 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR-SORT,  Facility Carried by Structure: GLENDALE MILFORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.855,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3164977,  Location: .6 MI E OF IR 75 (Lat: 39.254550,  Lng: -84.432839),  Route carried "on" structure: City street 761,  Year Built: 1960,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 17,497 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,286 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MEDALLION DRIVE,  Facility Carried by Structure: GLENDAL MILFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.096,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3164985,  Location: 0.7 MILES EAST IR 75 (Lat: 39.254569,  Lng: -84.430089),  Route carried "on" structure: County highway GMR,  Year Built: 1965,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 17,497 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,286 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: RAILROAD,  Facility Carried by Structure: C761 GLNDLE MILFRD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.338,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3165094,  Location: 0.5 MILES OF GMR (Lat: 39.259961,  Lng: -84.430250),  Route carried "on" structure: City street GMR,  Year Built: 1997,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 100 (year 1999),  Truck Traffic: 10%,  Average Future Daily Traffic: 139 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: MEDALLION DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 16.8m (55.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3165096,  Location: 0.1 MI W OF US 42 (Lat: 39.250561,  Lng: -84.426269),  Route carried "on" structure: City street CUNNI,  Year Built: 2005,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 700 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.039,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very 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: Superior to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3110753,  Location: 1.3 MI S OF SR 126 (Lat: 39.236050,  Lng: -84.450789),  Route carried "under" structure: Interstate 75,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 129,211 (year 2019),  Truck Traffic: 14%,  Features Intersected: Shepherd Lane
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 20.793,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 3110842,  Location: .8 MI S OF SR 126 (Lat: 39.242389,  Lng: -84.450100),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 9,605 (year 2019),  Truck Traffic: 14%,  Features Intersected: Vision Way
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.533,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 3110842,  Location: .8 MI S OF SR 126 (Lat: 39.242389,  Lng: -84.450100),  Route carried "under" structure: Interstate 75,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 116,408 (year 2019),  Truck Traffic: 14%,  Features Intersected: Vision Way
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.533,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 3110842,  Location: .8 MI S OF SR 126 (Lat: 39.242389,  Lng: -84.450100),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 7,294 (year 2019),  Truck Traffic: 8%,  Features Intersected: Vision Way
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.533,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.6m (110.2ft)

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Structure Number: 3110877,  Location: GLENDALE-MILFORD RD (Lat: 39.254139,  Lng: -84.443539),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 9,605 (year 2019),  Truck Traffic: 14%,  Features Intersected: CR761,  Facility Carried by Structure: Ramp K
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 22.925,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 3110877,  Location: GLENDALE-MILFORD RD (Lat: 39.254139,  Lng: -84.443539),  Route carried "under" structure: Interstate 75,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 119,686 (year 2019),  Truck Traffic: 14%,  Features Intersected: Glendale Milford Rd.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 22.933,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 3110877,  Location: GLENDALE-MILFORD RD (Lat: 39.254139,  Lng: -84.443539),  Route carried "under" structure: Ramp Interstate 75,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 12,218 (year 2019),  Truck Traffic: 12%,  Features Intersected: CR761,  Facility Carried by Structure: Ramp C & D
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 22.935,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 3164977,  Location: .6 MI E OF IR 75 (Lat: 39.254550,  Lng: -84.432839),  Route carried "under" structure: City street MEDAL,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 8%,  Features Intersected: GLENDALE-MILFORD ROAD,  Facility Carried by Structure: MADELION DRIVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.259,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)