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

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Structure Number: 8868,  Location: 0.9 km S SR 62X (Lat: 38.268333,  Lng: -85.750000),  Route carried "on" structure: US 31,  Year Built: 1929,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 163.55m (536.58ft),  Average Daily Traffic: 15,200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,100 (year 2026),  Design Load: H 20,  Features Intersected: OHIO RIVER & STREETS
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 32,  Length of Maximum Span: 249.9m (819.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 887,  Location: 0.4 km S SR 62X (Lat: 38.276667,  Lng: -85.750000),  Route carried "on" structure: US 31,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 6,234 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,784 (year 2026),  Design Load: HS 20,  Features Intersected: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.820,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  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: 20.2m (66.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Other Special Inspection Date: April 2006,  Bridge Improvement Cost: $509,000,  Total Project Cost: $509,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 888,  Location: 0.4 km S SR 62X (Lat: 38.276667,  Lng: -85.750000),  Route carried "on" structure: US 31,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 6,234 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,784 (year 2026),  Design Load: HS 20,  Features Intersected: SEVENTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.820,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 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: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $509,000,  Total Project Cost: $509,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 889,  Location: 0.1 km S SR 62X (Lat: 38.278333,  Lng: -85.750000),  Route carried "on" structure: US 31,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 16,398 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,104 (year 2026),  Design Load: HS 20,  Features Intersected: 2 RR & 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 1 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: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.58m (24.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $1,193,000,  Total Project Cost: $1,193,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 89,  Location: 0.1 km S SR 62X (Lat: 38.278333,  Lng: -85.750000),  Route carried "on" structure: US 31,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 16,398 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 23,104 (year 2026),  Design Load: HS 20,  Features Intersected: 2 RR & 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 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: 22.9m (75.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 891,  Location: 0.5 km N I-65 (Lat: 38.280000,  Lng: -85.750000),  Route carried "on" structure: US 31,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 16,398 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,104 (year 2026),  Design Load: HS 20,  Features Intersected: SR 62X (10TH STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.222,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $161,000,  Total Project Cost: $161,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34528,  Location: 0.7 km S US 31 (Lat: 38.266667,  Lng: -85.745000),  Route carried "on" structure: Interstate 65,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 76.13m (249.77ft),  Average Daily Traffic: 171,336 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 341,301 (year 2026),  Design Load: HS 20,  Features Intersected: OHIO RIVER
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 21.3m (69.9ft), Horizontal Clearance: 213.3m (699.8ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 213.3m (699.8ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3453,  Location: 0.6 km S US 31 (Lat: 38.270000,  Lng: -85.746667),  Route carried "on" structure: Interstate 65,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 19.75m (64.80ft),  Average Daily Traffic: 171,336 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 341,301 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RIVERSIDE DR & MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.160,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 43.4m (142.4ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Other Special Inspection Date: September 2007,  Bridge Improvement Cost: $770,000,  Total Project Cost: $770,000,  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: 3454,  Location: 0.3 km S US 31 (Lat: 38.273333,  Lng: -85.748333),  Route carried "on" structure: Interstate 65,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 171,336 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 341,301 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: COURT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.514,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 32 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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Other Special Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3455,  Location: 0.1 km S US 31 (Lat: 38.273333,  Lng: -85.748333),  Route carried "on" structure: Interstate 65,  Year Built: 1962,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 88,299 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 175,892 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.691,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 32.4m (106.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34555,  Location: 0.1 km S US 31 (Lat: 38.273333,  Lng: -85.748333),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 1962,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 17,291 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 34,444 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.691,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Other Special Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3456,  Location: 0.8 km S SR 62X (Lat: 38.275000,  Lng: -85.750000),  Route carried "on" structure: Interstate 65,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 88,299 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 175,892 (year 2026),  Design Load: HS 20,  Features Intersected: US 31 NBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.852,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.3m (115.8ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Other Special Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3457,  Location: 0.1 km N US 31 (Lat: 38.276667,  Lng: -85.750000),  Route carried "on" structure: Interstate 65,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 88,299 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 175,892 (year 2026),  Design Load: HS 20,  Features Intersected: 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 31 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: 19.3m (63.3ft),  Curb-To-Curb Width: 38.2m (125.3ft),  Out-to-Out Width: 39.9m (130.9ft)

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

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Structure Number: 3458,  Location: 0.1 km S SR 62X (Lat: 38.278333,  Lng: -85.750000),  Route carried "on" structure: Interstate 65,  Year Built: 1952,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 88,299 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 175,892 (year 2026),  Design Load: HS 20,  Features Intersected: CONRAIL, CSX, & 9TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.238,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3459,  Location: 0.5 km N US 31 (Lat: 38.280000,  Lng: -85.750000),  Route carried "on" structure: Interstate 65,  Year Built: 1952,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 88,299 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 175,892 (year 2026),  Design Load: HS 20,  Features Intersected: SR 62X (10TH STREET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.399,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 34706,  Location: 0.8 km N US 31 SBL (Lat: 38.326667,  Lng: -85.756667),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 2003,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 5,100 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,533 (year 2026),  Design Load: HS 20,  Features Intersected: I-65 SBL EXIT LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.966,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  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: 34708,  Location: 1.1 km S I-265 (Lat: 38.331667,  Lng: -85.755000),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 16,512 (year 2004),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,670 (year 2026),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: VETERANS PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 28.9m (94.8ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3471,  Location: 0.7 km S I-265 (Lat: 38.336667,  Lng: -85.755000),  Route carried "on" structure: Alternate City street ,  Year Built: 1999,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 7,376 (year 2004),  Truck Traffic: 18%,  Average Future Daily Traffic: 10,393 (year 2026),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: PROGRESS WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  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: 3472,  Location: 0.7 km N I-265 (Lat: 38.351667,  Lng: -85.755000),  Route carried "on" structure: Interstate 65,  Year Built: 2003,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 35,569 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 70,854 (year 2026),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.782,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 3473,  Location: 0.7 km N I-265 (Lat: 38.351667,  Lng: -85.755000),  Route carried "on" structure: Interstate 65,  Year Built: 2003,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 35,569 (year 2004),  Truck Traffic: 15%,  Average Future Daily Traffic: 70,854 (year 2026),  Design Load: HS 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.782,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  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: 49655,  Location: 0.4 km E I-65 (Lat: 38.350000,  Lng: -85.733333),  Route carried "on" structure: State highway 265,  Year Built: 1991,  Status: Open,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,168 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: COOPERS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.129,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.0m (108.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 1000001,  Location: 0 km 275N-450E (Lat: 38.310750,  Lng: -85.676544),  Route carried "on" structure: City street 2,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,785 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,840 (year 2026),  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: UTICA PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Serious,  Channel: Poor,  Operating Rating: 40.5 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $550,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000004,  Location: 0 km 475N-110E (Lat: 38.342928,  Lng: -85.742761),  Route carried "on" structure: City street 8,  Year Built: 2003,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 4,090 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,150 (year 2026),  Design Load: HS 20,  Features Intersected: LICK RUN,  Facility Carried by Structure: COOPER ROAD
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),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000101,  Location: 0 km 325N-325E (Lat: 38.320494,  Lng: -85.694864),  Route carried "on" structure: Alternate City street 543,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 750 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,300 (year 2026),  Design Load: HS 20,  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: CAPITOL HILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $10,000,  Total Project Cost: $10,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000102,  Location: 0 km 325N-300E (Lat: 38.319419,  Lng: -85.698644),  Route carried "on" structure: Alternate City street 549,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 750 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,300 (year 2026),  Design Load: HS 20,  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: PRESIDENTAL PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000109,  Location: 0 km 290N-280E (Lat: 38.313736,  Lng: -85.704769),  Route carried "on" structure: City street 3,  Year Built: 1965,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 14,450 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,150 (year 2026),  Features Intersected: MILL CREEK,  Facility Carried by Structure: ALLISON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $570,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100011,  Location: 0 km 200N-60E (Lat: 38.298303,  Lng: -85.745328),  Route carried "on" structure: City street 673,  Year Built: 1970,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 8,760 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,300 (year 2026),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: HAMBURG PIKE
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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.17m (13.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $420,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000117,  Location: 0 km 200N-50E (Lat: 38.297458,  Lng: -85.765819),  Route carried "on" structure: Alternate City street ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Posted for load-capacity,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 62 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 110 (year 2026),  Design Load: HS 20,  Features Intersected: MILL CREEK,  Facility Carried by Structure: WILLINGER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Poor,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.0 metric tons,  Inventory Rating: 37.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $14,000,  Total Project Cost: $14,000 ( Estimate for 2006),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000118,  Location: 0 km 5N - 60E (Lat: 38.312725,  Lng: -85.694031),  Route carried "on" structure: Alternate City street 47,  Year Built: 1994,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 318 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 550 (year 2026),  Design Load: HS 20,  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: LANCASSANGE DRIVE
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum 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: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1000119,  Location: 0 km 5N - 55E (Lat: 38.311153,  Lng: -85.702425),  Route carried "on" structure: City street 3,  Year Built: 1996,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 14,438 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,150 (year 2026),  Design Load: HS 20,  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: ALLISON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 100012,  Location: 0 km 5N - 60E (Lat: 38.310906,  Lng: -85.703303),  Route carried "on" structure: City street 4,  Year Built: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 17,138 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,000 (year 2026),  Design Load: HS 20,  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: MIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1000128,  Location: 0 km 450N-100E (Lat: 38.342072,  Lng: -85.744725),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 308 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 540 (year 2026),  Design Load: HS 20,  Features Intersected: LICK RUN BRANCH,  Facility Carried by Structure: CRUMS LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 1000129,  Location: 0 km 200N-200W (Lat: 38.311942,  Lng: -85.306297),  Route carried "on" structure: City street 633,  Year Built: 2004,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 415 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 720 (year 2026),  Design Load: HS 20,  Features Intersected: BRANCH OF SILVER CREEK,  Facility Carried by Structure: GUTFORD RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.0 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: May 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000132,  Location: 0 km 375N-295E (Lat: 38.316667,  Lng: -85.700000),  Route carried "on" structure: City street 748,  Year Built: 2005,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 260 (year 2026),  Features Intersected: BR OF LANCASSANGE CREEK,  Facility Carried by Structure: SEILO RIDGE N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 1000133,  Location: 0 km 375N-295E (Lat: 38.316667,  Lng: -85.700000),  Route carried "on" structure: City street 746,  Year Built: 2005,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 260 (year 2026),  Features Intersected: BR OF LANCASSANGE CREEK,  Facility Carried by Structure: BLUEBERRY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.3m (4.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: 8868,  Location: 0.9 km S SR 62X (Lat: 38.268333,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1929,  Structure Length: 163.55m (536.58ft),  Average Daily Traffic: 1,000 (year 2004),  Truck Traffic: 5%,  Features Intersected: OHIO RIVER & STREETS,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 887,  Location: 0.4 km S SR 62X (Lat: 38.276667,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: SEVENTH STREET,  Facility Carried by Structure: US 31 NBL
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.2m (66.3ft)

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Structure Number: 888,  Location: 0.4 km S SR 62X (Lat: 38.276667,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: SEVENTH STREET,  Facility Carried by Structure: US 31 SBL
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 889,  Location: 0.1 km S SR 62X (Lat: 38.278333,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 7.58m (24.87ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: 2 RR & 9TH STREET,  Facility Carried by Structure: US 31 NBL
Minimum Vertical Clearance: 0.69m (2.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 89,  Location: 0.1 km S SR 62X (Lat: 38.278333,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 19%,  Features Intersected: 2 RR & 9TH STREET,  Facility Carried by Structure: US 31 SBL
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 891,  Location: 0.5 km N I-65 (Lat: 38.280000,  Lng: -85.750000),  Route carried "under" structure: Alternate State highway 62,  Year Built: 1962,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 22,430 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 62X (10TH STREET),  Facility Carried by Structure: US 31 NBL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 2.123,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 3453,  Location: 0.6 km S US 31 (Lat: 38.270000,  Lng: -85.746667),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 19.75m (64.80ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 10%,  Features Intersected: RIVERSIDE DR & MARKET ST,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 0.84m (2.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.4m (142.4ft)

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Structure Number: 3454,  Location: 0.3 km S US 31 (Lat: 38.273333,  Lng: -85.748333),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 10%,  Features Intersected: COURT AVENUE,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 3456,  Location: 0.8 km S SR 62X (Lat: 38.275000,  Lng: -85.750000),  Route carried "under" structure: US 31,  Year Built: 1962,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 6,234 (year 2004),  Truck Traffic: 19%,  Features Intersected: US 31 NBL,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.659,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 3457,  Location: 0.1 km N US 31 (Lat: 38.276667,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 12,232 (year 2004),  Truck Traffic: 19%,  Features Intersected: 7TH STREET,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.3m (63.3ft)

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Structure Number: 3458,  Location: 0.1 km S SR 62X (Lat: 38.278333,  Lng: -85.750000),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 19%,  Features Intersected: CONRAIL, CSX, & 9TH ST,  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: 3459,  Location: 0.5 km N US 31 (Lat: 38.280000,  Lng: -85.750000),  Route carried "under" structure: Alternate State highway 62,  Year Built: 1952,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 22,430 (year 2004),  Truck Traffic: 19%,  Features Intersected: SR 62X (10TH STREET),  Facility Carried by Structure: I-65
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 2.107,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 34706,  Location: 0.8 km N US 31 SBL (Lat: 38.326667,  Lng: -85.756667),  Route carried "under" structure: Ramp Interstate 65,  Year Built: 2003,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,060 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-65 SBL EXIT LANE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 6.966,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 34708,  Location: 1.1 km S I-265 (Lat: 38.331667,  Lng: -85.755000),  Route carried "under" structure: Interstate 65,  Year Built: 2003,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 85,157 (year 2004),  Truck Traffic: 12%,  Features Intersected: I-65,  Facility Carried by Structure: VETERANS PARKWAY
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 7.642,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 3471,  Location: 0.7 km S I-265 (Lat: 38.336667,  Lng: -85.755000),  Route carried "under" structure: Interstate 65,  Year Built: 1999,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 85,157 (year 2004),  Truck Traffic: 18%,  Features Intersected: I-65,  Facility Carried by Structure: PROGRESS WAY
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 8.093,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 49655,  Location: 0.4 km E I-65 (Lat: 38.350000,  Lng: -85.733333),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 7.95m (26.08ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: COOPERS LANE,  Facility Carried by Structure: SR 265 EBL
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.0m (108.3ft)