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

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Structure Number: 189,  Location: 0.3 km N SR 56 (Lat: 38.741667,  Lng: -85.395000),  Route carried "on" structure: State highway 7,  Year Built: 1997,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,007 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,282 (year 2026),  Design Load: HS 20,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.305,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 13.8m (45.3ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 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: 19,  Location: 0.3 km S SR 62 (Lat: 38.770000,  Lng: -85.413333),  Route carried "on" structure: State highway 7,  Year Built: 1957,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,219 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,398 (year 2026),  Design Load: HS 20,  Features Intersected: PRESSBERG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.569,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: 191,  Location: 2.2 km N SR 62 (Lat: 38.788333,  Lng: -85.431667),  Route carried "on" structure: State highway 7,  Year Built: 1925,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,739 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,087 (year 2026),  Design Load: HS 20,  Features Intersected: CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2032,  Location: 2.1 km E SR 256 (Lat: 38.740000,  Lng: -85.423333),  Route carried "on" structure: State highway 56,  Year Built: 1984,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 8,419 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,862 (year 2026),  Design Load: HS 20,  Features Intersected: CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.884,  Lanes on 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: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.9 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 2033,  Location: 1.2 km W SR 7 (Lat: 38.743333,  Lng: -85.406667),  Route carried "on" structure: State highway 56,  Year Built: 1987,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 8,065 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,365 (year 2026),  Design Load: HS 20,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.365,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.0 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2034,  Location: 0.2 km W SR 7 (Lat: 38.740000,  Lng: -85.396667),  Route carried "on" structure: State highway 56,  Year Built: 1976,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 8,962 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,627 (year 2026),  Design Load: HS 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.362,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 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,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22435,  Location: 2.2 km W SR 7 (Lat: 38.771667,  Lng: -85.441667),  Route carried "on" structure: State highway 62,  Year Built: 1998,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 15,526 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,877 (year 2026),  Design Load: HS 20,  Features Intersected: BIG CLIFTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.845,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 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: August 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: 32005,  Location: 0.6 km S SR 56 (Lat: 38.730000,  Lng: -85.370000),  Route carried "on" structure: US 421,  Year Built: 1929,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 96.95m (318.08ft),  Average Daily Traffic: 3,498 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,845 (year 2026),  Design Load: H 20,  Features Intersected: OHIO RIVER & ROADS
Minimum Vertical Clearance: 4.29m (14.07ft),  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: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 12,  Length of Maximum Span: 221.6m (727.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 121.92m (400.00ft),  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: September 2007,  Bridge Improvement Cost: $150,000,000,  Roadway Improvement Cost: $25,000,000,  Total Project Cost: $175,000,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6036,  Location: 0 km MADISON ST. HOSPITAL (Lat: 38.755000,  Lng: -85.396667),  Route carried "on" structure: State lands road ,  Year Built: 1930,  Status: Posted for load-capacity,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 133 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 187 (year 2026),  Features Intersected: MADISON RR,  Facility Carried by Structure: ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Agenciy,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 35.1 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $150,000,  Total Project Cost: $303,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3900044,  Location: 0 km 70N-50E (Lat: 38.749958,  Lng: -85.377814),  Route carried "on" structure: Alternate City street ,  Year Built: 1930,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 100 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 125 (year 2024),  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: 40E-HATCHER HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Channel: Poor,  Operating Rating: 13.5 metric tons,  Inventory Rating: 10.8 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Other Special Inspection Date: December 2006,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $60,000,  Total Project Cost: $200,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3900045,  Location: 0 km 190N-105E (Lat: 38.766542,  Lng: -85.368531),  Route carried "on" structure: Alternate City street ,  Year Built: 1976,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 100 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 125 (year 2024),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: OLD SR62 CONNECT
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.34m (7.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $3,000,  Total Project Cost: $5,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3900096,  Location: 0 km BASE LINE-CR 82E (Lat: 38.740450,  Lng: -85.384094),  Route carried "on" structure: City street ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 215 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 280 (year 2024),  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: FIFTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Serious,  Channel: Poor,  Operating Rating: 27.0 metric tons,  Inventory Rating: 14.4 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 3 months,  Inspection Date: December 2007,  Other Special Inspection Date: December 2007,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $500,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3900097,  Location: 0 km BASE LINE-CR 83E (Lat: 38.740008,  Lng: -85.395478),  Route carried "on" structure: Alternate City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 215 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 280 (year 2024),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: MULBERRY STREET
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3900098,  Location: 0 km BASELINE-CR 85E (Lat: 38.740378,  Lng: -85.394761),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 275 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 350 (year 2024),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: MILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3900099,  Location: 0 km BASE LINE-CR 89E (Lat: 38.741400,  Lng: -85.394000),  Route carried "on" structure: Alternate City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 135 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2024),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: JEFFERSON STREET
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to 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: December 2006,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 3900101,  Location: 0 km BASE LINE-CR 80E (Lat: 38.740206,  Lng: -85.396939),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 275 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 350 (year 2024),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.5m (57.4ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32005,  Location: 0.6 km S SR 56 (Lat: 38.730000,  Lng: -85.370000),  Route carried "under" structure: Other road ,  Year Built: 1929,  Structure Length: 96.95m (318.08ft),  Average Daily Traffic: 200 (year 2004),  Truck Traffic: 10%,  Features Intersected: OHIO RIVER & ROADS,  Facility Carried by Structure: US 421
Minimum Vertical Clearance: 3.65m (11.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 221.6m (727.0ft)