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

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Structure Number: 3102289,  Location: READING (Lat: 39.206667,  Lng: -84.450000),  Route carried "on" structure: US 42,  Year Built: 1900,  Year Reconstructed: 1931,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 12,870 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,441 (year 2027),  Design Load: H 15,  Features Intersected: TRIBUTARY MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.550,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable 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 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3104974,  Location: 644 FT E OF US42 (Lat: 40.000000,  Lng: -81.000000),  Route carried "on" structure: State highway 126,  Year Built: 1990,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 42,222 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,541 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: NSRR; SERVICE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.340,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 310499,  Location: 1300 FT E OF US42 (Lat: 39.211667,  Lng: -84.443333),  Route carried "on" structure: County highway C-101,  Year Built: 1990,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 19,360 (year 1986),  Truck Traffic: 11%,  Average Future Daily Traffic: 65,541 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: SR 126,  Facility Carried by Structure: GABRAITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3105008,  Location: 2100 FT E OF US42 (Lat: 39.212222,  Lng: -84.441667),  Route carried "on" structure: Ramp State highway 126,  Year Built: 1990,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 42,222 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,541 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: SR 126,  Facility Carried by Structure: WB RMP TO GALBRTH.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.840,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3105024,  Location: 2800 FT E OF US42 (Lat: 40.000000,  Lng: -81.000000),  Route carried "on" structure: City street 266,  Year Built: 1990,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 19,360 (year 1986),  Truck Traffic: 11%,  Average Future Daily Traffic: 65,541 (year 2025),  Design Load: HS 20,  Features Intersected: CROSS COUNTY HWY,  Facility Carried by Structure: S.R. 126
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3118681,  Location: SR 126 OVER US 42 (Lat: 39.211667,  Lng: -84.450000),  Route carried "on" structure: State highway 126,  Year Built: 1990,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 20,717 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,876 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US 42,  Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.160,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3118703,  Location: SR 126 OVER US 42 (Lat: 39.211667,  Lng: -84.450000),  Route carried "on" structure: State highway 126,  Year Built: 1990,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 20,717 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,876 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: US 42,  Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.160,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 12 months,  Inspection Date: October 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: 3136248,  Location: NO DATA,  Route carried "on" structure: City street CLARK,  Year Built: 1918,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,500 (year 1975),  Average Future Daily Traffic: 2,082 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLCREEK--REA(CLARK ST),  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: 3137872,  Location: NO DATA,  Route carried "on" structure: City street S0101,  Year Built: 1965,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 15,300 (year 1976),  Average Future Daily Traffic: 21,236 (year 2027),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.1m (59.4ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place

Structure Number: 3137902,  Location: NO DATA,  Route carried "on" structure: City street S0263,  Year Built: 1968,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,400 (year 1976),  Average Future Daily Traffic: 3,331 (year 2027),  Features Intersected: CREEK----REA(HUNT RD),  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2007

Structure Number: 3137929,  Location: NO DATA,  Route carried "on" structure: City street FURMN,  Year Built: 1934,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,100 (year 1976),  Average Future Daily Traffic: 1,527 (year 2027),  Features Intersected: CREEK-----REA(FUHRMAN RD,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than 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: August 2007

Structure Number: 313841,  Location: NO DATA,  Route carried "on" structure: City street COLMB,  Year Built: 1986,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 4,900 (year 1976),  Average Future Daily Traffic: 6,801 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MILLCREEK,  Facility Carried by Structure: NO DATA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3164004,  Location: .05MI.E. IREA I-75 EXIT (Lat: 39.220000,  Lng: -84.448333),  Route carried "on" structure: City street KOEHL,  Year Built: 1999,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,125 (year 1991),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,338 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: EAST FORK OF MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: Febuary 1995,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 310499,  Location: 1300 FT E OF US42 (Lat: 39.211667,  Lng: -84.443333),  Route carried "under" structure: State highway 126,  Year Built: 1990,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 42,222 (year 2005),  Truck Traffic: 3%,  Features Intersected: GALBRAITH ROAD,  Facility Carried by Structure: GABRAITH ROAD
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 2.463,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 3105008,  Location: 2100 FT E OF US42 (Lat: 39.212222,  Lng: -84.441667),  Route carried "under" structure: State highway 126,  Year Built: 1990,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 42,222 (year 2005),  Truck Traffic: 3%,  Features Intersected: WB RAMP TO GALBRAITH RD.,  Facility Carried by Structure: WB RMP TO GALBRTH.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.484,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3105024,  Location: 2800 FT E OF US42 (Lat: 40.000000,  Lng: -81.000000),  Route carried "under" structure: State highway 126,  Year Built: 1990,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 42,222 (year 2005),  Truck Traffic: 3%,  Features Intersected: KNOLLCREST
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 2.503,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 3118681,  Location: SR 126 OVER US 42 (Lat: 39.211667,  Lng: -84.450000),  Route carried "under" structure: US 42,  Year Built: 1990,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 12,870 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR 126,  Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.597,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 3118703,  Location: SR 126 OVER US 42 (Lat: 39.211667,  Lng: -84.450000),  Route carried "under" structure: US 42,  Year Built: 1990,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 12,870 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR 126,  Facility Carried by Structure: CR CNTY HWY CO453
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.596,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)