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

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Structure Number: 3101037,  Location: 0.5 MI SOUTH OF 275 (Lat: 39.254719,  Lng: -84.343581),  Route carried "on" structure: US 22,  Year Built: 1992,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 20,820 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,898 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: N BRANCH SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.122,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: June 2021

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Structure Number: 3101053,  Location: OVER I275 (Lat: 39.260950,  Lng: -84.338481),  Route carried "on" structure: US 22,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 9.37m (30.74ft),  Average Daily Traffic: 25,786 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,791 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: IR 275
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.991,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.9m (101.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3105164,  Location: COOPER RD OVER 71 (Lat: 39.228881,  Lng: -84.366861),  Route carried "on" structure: County highway COOPR,  Year Built: 1966,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 9,686 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 188,689 (year 2038),  Design Load: H 20,  Features Intersected: I71,  Facility Carried by Structure: COOPER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: 3107264,  Location: .9 MI N OF SR 126-COOPER (Lat: 39.241800,  Lng: -84.366350),  Route carried "on" structure: City street ZIGZG,  Year Built: 1968,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 188,689 (year 2038),  Design Load: H 15,  Features Intersected: I71,  Facility Carried by Structure: ZIG ZAG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.921,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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 or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3107299,  Location: 1.3 MI N OF SR 126-COOPER (Lat: 39.248111,  Lng: -84.365689),  Route carried "on" structure: Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 117,916 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 163,667 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB N BR SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.331,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 3107329,  Location: 1.4 MI N OF SR 126-COOPER (Lat: 39.249289,  Lng: -84.365661),  Route carried "on" structure: Interstate 71,  Year Built: 1968,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 58,958 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 81,834 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PFEIFFER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.444,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 3107353,  Location: 1.4 MI N OF SR126-COOPER (Lat: 39.249231,  Lng: -84.365439),  Route carried "on" structure: Interstate 71,  Year Built: 1968,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 58,958 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 81,834 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: PFEIFFER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.444,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3107442,  Location: I275 RAMP OVER I 71 (Lat: 39.269081,  Lng: -84.353419),  Route carried "on" structure: Ramp Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 138,400 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 192,099 (year 2034),  Design Load: HS 20,  Features Intersected: IR 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.922,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3107531,  Location: .2 MI N OF IR 275 (Lat: 39.273069,  Lng: -84.348531),  Route carried "on" structure: Ramp Interstate 71,  Year Built: 1966,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 129,170 (year 2009),  Average Future Daily Traffic: 179,288 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.534,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3113205,  Location: OVER IR 71 (Lat: 39.271361,  Lng: -84.351369),  Route carried "on" structure: Interstate 275,  Year Built: 1966,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 18,970 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,330 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.244,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum 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: 3113264,  Location: OVER IR 71 (Lat: 39.271161,  Lng: -84.351619),  Route carried "on" structure: Interstate 275,  Year Built: 1966,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 18,970 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,330 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 71
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.244,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 3113299,  Location: .1 MI E OF IR 71 (Lat: 39.269819,  Lng: -84.349289),  Route carried "on" structure: Interstate 275,  Year Built: 1966,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 18,970 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,330 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 275 RAMPS FOR IR 71*N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.485,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 3113329,  Location: .1 MI E OF IR 71 (Lat: 39.269700,  Lng: -84.349639),  Route carried "on" structure: Interstate 275,  Year Built: 1966,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 18,970 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 26,330 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IR 275 RAMPS FOR IR 71*N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.485,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 3113353,  Location: .6 MI E OF IR 71 (Lat: 39.264550,  Lng: -84.342469),  Route carried "on" structure: County highway C0256,  Year Built: 1966,  Status: Open,  Structure Length: 12.70m (41.67ft),  Average Daily Traffic: 13,779 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 112,904 (year 2035),  Design Load: H 20,  Features Intersected: I275,  Facility Carried by Structure: CORNELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 35.6 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3113418,  Location: .5 MI W OF US 22 (Lat: 39.256261,  Lng: -84.331289),  Route carried "on" structure: City street WELER,  Year Built: 1969,  Status: Open,  Structure Length: 13.14m (43.11ft),  Average Daily Traffic: 100 (year 1970),  Truck Traffic: 10%,  Average Future Daily Traffic: 132,948 (year 1990),  Design Load: H 15,  Features Intersected: I275,  Facility Carried by Structure: WELLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 3113531,  Location: 2 MI E OF US 22 (Lat: 39.248461,  Lng: -84.306500),  Route carried "on" structure: County highway C0307,  Year Built: 1970,  Status: Open,  Structure Length: 9.55m (31.33ft),  Average Daily Traffic: 6,766 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 132,948 (year 2038),  Design Load: H 20,  Features Intersected: I275,  Facility Carried by Structure: HOPEWELL RD C307
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.012,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.4m (93.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 313225,  Location: 9.03 MI E OF COLERAIN AVE (Lat: 39.263119,  Lng: -84.310900),  Route carried "on" structure: County highway C0266,  Year Built: 1953,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,752 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,536 (year 2035),  Design Load: HS 20,  Features Intersected: POLK RUN CREEK,  Facility Carried by Structure: E. KEMPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.532,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: 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: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021

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Structure Number: 3137686,  Location: .71 MI E OF PLAINFIELD RD (Lat: 39.249100,  Lng: -84.362339),  Route carried "on" structure: City street PFEIF,  Year Built: 1969,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 20,317 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 28,200 (year 2035),  Design Load: HS 20,  Features Intersected: NORTH BRANCH SYCAMORE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.143,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3164233,  Location: 0.25 MI N OF PFEIFFER RD (Lat: 39.252269,  Lng: -84.352000),  Route carried "on" structure: City street DEERF,  Year Built: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 416 (year 2039),  Design Load: HS 20,  Features Intersected: N BRANCH SYCAMORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 3101053,  Location: OVER I275 (Lat: 39.260950,  Lng: -84.338481),  Route carried "under" structure: Interstate 275,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 81,343 (year 2015),  Truck Traffic: 6%,  Features Intersected: USR 22(S3),  Facility Carried by Structure: US22
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 51.821,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 3105164,  Location: COOPER RD OVER 71 (Lat: 39.228881,  Lng: -84.366861),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 135,943 (year 2015),  Truck Traffic: 14%,  Features Intersected: COOPER RD.,  Facility Carried by Structure: COOPER RD.
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 23.175,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3107264,  Location: .9 MI N OF SR 126-COOPER (Lat: 39.241800,  Lng: -84.366350),  Route carried "under" structure: Interstate 71,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 135,943 (year 2015),  Truck Traffic: 14%,  Features Intersected: ZIG ZAG ROAD,  Facility Carried by Structure: ZIG ZAG RD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 24.623,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 3107329,  Location: 1.4 MI N OF SR 126-COOPER (Lat: 39.249289,  Lng: -84.365661),  Route carried "under" structure: County highway 284,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 23,039 (year 2015),  Truck Traffic: 7%,  Features Intersected: I71*S,  Facility Carried by Structure: SB IR 71
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 16.093,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 3107353,  Location: 1.4 MI N OF SR126-COOPER (Lat: 39.249231,  Lng: -84.365439),  Route carried "under" structure: County highway 284,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 23,039 (year 2015),  Truck Traffic: 7%,  Features Intersected: I71*N,  Facility Carried by Structure: NB IR 71
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 16.093,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 3107442,  Location: I275 RAMP OVER I 71 (Lat: 39.269081,  Lng: -84.353419),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 134,785 (year 2015),  Truck Traffic: 15%,  Features Intersected: IR-275 E RAMP TO IR-71 N
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 27.922,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 3107531,  Location: .2 MI N OF IR 275 (Lat: 39.273069,  Lng: -84.348531),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 134,785 (year 2015),  Truck Traffic: 15%,  Features Intersected: RAMP IR71 TO IR275 W
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 28.518,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3113205,  Location: OVER IR 71 (Lat: 39.271361,  Lng: -84.351369),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 125,354 (year 2015),  Truck Traffic: 14%,  Features Intersected: I275*W,  Facility Carried by Structure: WB IR 275
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 28.228,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 3113264,  Location: OVER IR 71 (Lat: 39.271161,  Lng: -84.351619),  Route carried "under" structure: Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 125,354 (year 2015),  Truck Traffic: 14%,  Features Intersected: I275*E,  Facility Carried by Structure: EB IR 275
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 28.180,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 3113299,  Location: .1 MI E OF IR 71 (Lat: 39.269819,  Lng: -84.349289),  Route carried "under" structure: Ramp Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 129,170 (year 2009),  Truck Traffic: 13%,  Features Intersected: IR 275,  Facility Carried by Structure: WB IR 275
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 28.212,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3113329,  Location: .1 MI E OF IR 71 (Lat: 39.269700,  Lng: -84.349639),  Route carried "under" structure: Ramp Interstate 71,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 129,170 (year 2009),  Truck Traffic: 13%,  Features Intersected: IR 275,  Facility Carried by Structure: EB IR 275
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 28.180,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 3113353,  Location: .6 MI E OF IR 71 (Lat: 39.264550,  Lng: -84.342469),  Route carried "under" structure: Interstate 275,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 81,343 (year 2015),  Truck Traffic: 6%,  Features Intersected: CR 256(CORNELL ROAD),  Facility Carried by Structure: CORNELL RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 51.306,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 3113418,  Location: .5 MI W OF US 22 (Lat: 39.256261,  Lng: -84.331289),  Route carried "under" structure: Interstate 275,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 95,784 (year 2015),  Truck Traffic: 6%,  Features Intersected: WELLER ROAD,  Facility Carried by Structure: WELLER RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 52.626,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 3113531,  Location: 2 MI E OF US 22 (Lat: 39.248461,  Lng: -84.306500),  Route carried "under" structure: Interstate 275,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,784 (year 2015),  Truck Traffic: 6%,  Features Intersected: CR 307(HOPEWELL ROAD),  Facility Carried by Structure: HOPEWELL RD C307
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 55.007,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)