Bridge Statistics for Richmond, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 717,  Location: 0.3 km S SR 227 (Lat: 39.800000,  Lng: -84.891667),  Route carried "on" structure: US 27,  Year Built: 1958,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,771 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,131 (year 2026),  Design Load: HS 20,  Features Intersected: BR E FK WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.203,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 718,  Location: 0.6 km N SR 227 (Lat: 39.810000,  Lng: -84.891667),  Route carried "on" structure: US 27,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 5,771 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,131 (year 2026),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.184,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 26 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 719,  Location: 0.8 km N SR 227 (Lat: 39.810000,  Lng: -84.891667),  Route carried "on" structure: US 27,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 5,771 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,131 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH O STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.361,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 72,  Location: 0.4 km N US 40 WB (Lat: 39.835000,  Lng: -84.891667),  Route carried "on" structure: US 27,  Year Built: 1952,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 24.10m (79.07ft),  Average Daily Traffic: 16,145 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,747 (year 2026),  Design Load: HS 20,  Features Intersected: CONRAIL & 3 STS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.145,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 12,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  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: 721,  Location: 0.1 km N SR 121 (Lat: 39.843333,  Lng: -84.890000),  Route carried "on" structure: US 27,  Year Built: 1957,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 31,298 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,098 (year 2026),  Design Load: HS 20,  Features Intersected: E FORK WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.982,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.66m (18.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,852,000,  Total Project Cost: $2,852,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 722,  Location: 3.5 km N SR 121 (Lat: 39.873333,  Lng: -84.888333),  Route carried "on" structure: US 27,  Year Built: 1959,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 26,601 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,480 (year 2026),  Design Load: HS 20,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.361,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.07m (26.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $4,981,000,  Total Project Cost: $4,981,000 ( Estimate for 2009),  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: 723,  Location: 1.8 km N I-70 (Lat: 39.888333,  Lng: -84.891667),  Route carried "on" structure: US 27,  Year Built: 2007,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,677 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,635 (year 2026),  Design Load: HS 20,  Features Intersected: W FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.163,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: December 2007,  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: 1105,  Location: 2 km S SR 38 (Lat: 39.868333,  Lng: -84.925000),  Route carried "on" structure: US 35,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 6,816 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,602 (year 2026),  Design Load: HS 20,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.665,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 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: 15.3m (50.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  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: 1106,  Location: 2 km S SR 38 (Lat: 39.868333,  Lng: -84.926667),  Route carried "on" structure: US 35,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 6,816 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,602 (year 2026),  Design Load: HS 20,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.665,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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 24 months,  Inspection Date: September 2007,  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: 1107,  Location: 1.8 km S SR 38 (Lat: 39.870000,  Lng: -84.928333),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1959,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 1,415 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,818 (year 2026),  Design Load: HS 20,  Features Intersected: US 35 SBL,  Facility Carried by Structure: RAMP TO I70 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 239.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum 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: September 2007,  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: 1108,  Location: 0.6 km N I-70 (Lat: 39.871667,  Lng: -84.931667),  Route carried "on" structure: US 35,  Year Built: 1956,  Year Reconstructed: 1959,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,019 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,118 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.276,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1415,  Location: 4.3 km W US 27 (Lat: 39.823333,  Lng: -84.940000),  Route carried "on" structure: US 40,  Year Built: 1954,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 19,726 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,794 (year 2026),  Design Load: HS 20,  Features Intersected: WEST FORK CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.328,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1416,  Location: 2.7 km W US 27 (Lat: 39.826667,  Lng: -84.920000),  Route carried "on" structure: US 40,  Year Built: 1925,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 21,990 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,984 (year 2026),  Design Load: H 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.969,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Critical,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $714,000,  Total Project Cost: $714,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1417,  Location: 0.8 km W US 27 (Lat: 39.830000,  Lng: -84.903333),  Route carried "on" structure: US 40,  Year Built: 2000,  Status: Open,  Structure Length: 17.67m (57.97ft),  Average Daily Traffic: 31,828 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,846 (year 2026),  Design Load: HS 20,  Features Intersected: E FK WHITEWATER R & PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.481,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  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: 14181,  Location: 0.6 km W US 27 (Lat: 39.830000,  Lng: -84.900000),  Route carried "on" structure: US 40,  Year Built: 2000,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 31,828 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,846 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH 1ST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.642,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal 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: March 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1419,  Location: 5.1 km E US 27 (Lat: 39.833333,  Lng: -84.831667),  Route carried "on" structure: US 40,  Year Built: 1946,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 26,895 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 37,896 (year 2026),  Design Load: HS 20,  Features Intersected: COMERS RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.644,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.5m (73.8ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26003,  Location: 1.5 km S SR 44 (Lat: 39.626667,  Lng: -85.145000),  Route carried "on" structure: State highway 121,  Year Built: 1987,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,414 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,987 (year 2026),  Design Load: HS 20,  Features Intersected: TRIB. WHITEWATER R. & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.582,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26005,  Location: 0.3 km N US 27 (Lat: 39.841667,  Lng: -84.885000),  Route carried "on" structure: State highway 121,  Year Built: 1958,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 10,303 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,517 (year 2026),  Design Load: H 20,  Features Intersected: E FORK WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.337,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2601,  Location: 0.2 km N I-70 (Lat: 39.850000,  Lng: -84.831667),  Route carried "on" structure: State highway 121,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,786 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,924 (year 2026),  Design Load: HS 20,  Features Intersected: BR E FK WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.229,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2602,  Location: 1.1 km N I-70 (Lat: 39.851667,  Lng: -84.821667),  Route carried "on" structure: State highway 121,  Year Built: 1998,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,786 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,924 (year 2026),  Design Load: HS 20,  Features Intersected: BR E FK WHITEWATER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.178,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29205,  Location: 1.3 km S US 27 (Lat: 39.793333,  Lng: -84.880000),  Route carried "on" structure: State highway 227,  Year Built: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,773 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,908 (year 2026),  Design Load: HS 20,  Features Intersected: N BRANCH SHORT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.447,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal 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: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 29208,  Location: 0.1 km S US 27 (Lat: 39.801667,  Lng: -84.890000),  Route carried "on" structure: State highway 227,  Year Built: 2001,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,773 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,908 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH RICHMOND DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.589,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2922,  Location: 0.2 km S I-70 (Lat: 39.866667,  Lng: -84.861667),  Route carried "on" structure: State highway 227,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 4,508 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,352 (year 2026),  Design Load: HS 20,  Features Intersected: M FK E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.811,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: May 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: 2923,  Location: 3.3 km N SR 121 (Lat: 39.868333,  Lng: -84.861667),  Route carried "on" structure: State highway 227,  Year Built: 1959,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.73m (22.08ft),  Average Daily Traffic: 4,508 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,352 (year 2026),  Design Load: HS 20,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.036,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  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: 2924,  Location: 0.2 km N I-70 (Lat: 39.871667,  Lng: -84.860000),  Route carried "on" structure: State highway 227,  Year Built: 1959,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 3,481 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,905 (year 2026),  Design Load: HS 20,  Features Intersected: M & E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.294,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4352,  Location: 0.6 km W US 35 (Lat: 39.866667,  Lng: -84.935000),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 26,587 (year 2004),  Truck Traffic: 49%,  Average Future Daily Traffic: 52,962 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.502,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4353,  Location: 0.6 km W US 35 (Lat: 39.866667,  Lng: -84.935000),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 26,587 (year 2004),  Truck Traffic: 49%,  Average Future Daily Traffic: 52,962 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 238.502,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4354,  Location: 1 km E US 35 (Lat: 39.870000,  Lng: -84.911667),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 26,441 (year 2004),  Truck Traffic: 41%,  Average Future Daily Traffic: 52,672 (year 2026),  Design Load: HS 20,  Features Intersected: CARDINAL GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.336,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 4355,  Location: 1 km E US 35 (Lat: 39.870000,  Lng: -84.911667),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 26,441 (year 2004),  Truck Traffic: 41%,  Average Future Daily Traffic: 52,672 (year 2026),  Design Load: HS 20,  Features Intersected: CARDINAL GREENWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.336,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 4358,  Location: 1.6 km W US 27 (Lat: 39.870000,  Lng: -84.908333),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 26,441 (year 2004),  Truck Traffic: 41%,  Average Future Daily Traffic: 52,672 (year 2026),  Design Load: HS 20,  Features Intersected: CO RD 500 E (OLD SR 627)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.786,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Other Special Inspection Date: March 2006,  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: 4359,  Location: 1.6 km W US 27 (Lat: 39.871667,  Lng: -84.908333),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.62m (11.88ft),  Average Daily Traffic: 26,441 (year 2004),  Truck Traffic: 41%,  Average Future Daily Traffic: 52,672 (year 2026),  Design Load: HS 20,  Features Intersected: CO RD 500 E (OLD SR 627)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 240.786,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Other Special Inspection Date: March 2006,  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: 436,  Location: 0.7 km W US 27 (Lat: 39.871667,  Lng: -84.898333),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 26,441 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,672 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: W FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $391,000,  Total Project Cost: $391,000 ( Estimate for 2009),  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: 4361,  Location: 0.7 km W US 27 (Lat: 39.871667,  Lng: -84.898333),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 26,441 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,672 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: W FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 241.703,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.37m (24.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $390,000,  Total Project Cost: $390,000 ( Estimate for 2009),  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: 4362,  Location: 0.1 km E SR 227 (Lat: 39.868333,  Lng: -84.860000),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.131,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 4363,  Location: 0.1 km E SR 227 (Lat: 39.868333,  Lng: -84.858333),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.131,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  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: 4364,  Location: 0.5 km E SR 227 (Lat: 39.865000,  Lng: -84.855000),  Route carried "on" structure: Alternate City street ,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 1,115 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,571 (year 2026),  Design Load: HS 20,  Features Intersected: I-70,  Facility Carried by Structure: SMYRNA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4365,  Location: 0.9 km W SR 121 (Lat: 39.856667,  Lng: -84.841667),  Route carried "on" structure: Alternate City street ,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 451 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 635 (year 2026),  Design Load: HS 20,  Features Intersected: I-70,  Facility Carried by Structure: RESERVOIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4366,  Location: 2.2 km W US 40 (Lat: 39.850000,  Lng: -84.835000),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.011,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to 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: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4367,  Location: 2.2 km W US 40 (Lat: 39.850000,  Lng: -84.835000),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 121
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.011,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4368,  Location: 0.2 km E SR 121 (Lat: 39.848333,  Lng: -84.833333),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: E FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.300,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  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: 4369,  Location: 0.2 km E SR 121 (Lat: 39.848333,  Lng: -84.831667),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: E FK/E FK WHITEWATER RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.300,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  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: 437,  Location: 0.4 km E SR 121 (Lat: 39.846667,  Lng: -84.831667),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.429,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  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: 4371,  Location: 0.4 km E SR 121 (Lat: 39.846667,  Lng: -84.831667),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.429,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  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: 4374,  Location: 2.2 km E SR 121 (Lat: 39.833333,  Lng: -84.818333),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.296,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4375,  Location: 2.2 km E SR 121 (Lat: 39.833333,  Lng: -84.818333),  Route carried "on" structure: Interstate 70,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 23,650 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,110 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.296,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.6m (80.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6055,  Location: 0 km RICHMOND ST. HOSPITA (Lat: 39.838333,  Lng: -84.918333),  Route carried "on" structure: State lands road ,  Year Built: 1997,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 354 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 499 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: INDIANA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 8900023,  Location: 0 km 22S - 90E (Lat: 39.799633,  Lng: -84.890025),  Route carried "on" structure: Alternate City street 71,  Year Built: 1947,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,080 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,605 (year 2026),  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: STRAIGHTLINE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $16,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous