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

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Structure Number: 251,  Location: 1 km N SR 32 (Lat: 40.103333,  Lng: -85.653333),  Route carried "on" structure: State highway 9,  Year Built: 1948,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 45,216 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,709 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.928,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Other Special Inspection Date: March 2007,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,650,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 252,  Location: 2.9 km N SR 32 (Lat: 40.138333,  Lng: -85.663333),  Route carried "on" structure: State highway 9,  Year Built: 1949,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 15,649 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,049 (year 2026),  Design Load: HS 20,  Features Intersected: KILLBUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.159,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.5m (80.4ft)

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

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Structure Number: 1072,  Location: 2.2 km E SR 9 (Lat: 40.115000,  Lng: -85.626667),  Route carried "on" structure: State highway 32,  Year Built: 1960,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 12.80m (41.99ft),  Average Daily Traffic: 10,512 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,811 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.086,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 19.8m (65.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 1073,  Location: 7.2 km E SR 9 (Lat: 40.118333,  Lng: -85.570000),  Route carried "on" structure: State highway 32,  Year Built: 1962,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 10.78m (35.37ft),  Average Daily Traffic: 9,182 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,937 (year 2026),  Design Load: HS 20,  Features Intersected: I-69 & SB COLLECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.691,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3915,  Location: 2.6 km N SR 67 (Lat: 40.046667,  Lng: -85.693333),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 4,982 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,019 (year 2026),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: BROWN ST RD/CR100W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3916,  Location: 2.1 km S SR 9 (Lat: 40.050000,  Lng: -85.678333),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 4,085 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,757 (year 2026),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3917,  Location: 0.9 km S SR 9 (Lat: 40.051667,  Lng: -85.665000),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 28,159 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,093 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OLD SR 109 (COLUMBUS AV)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.174,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3918,  Location: 0.9 km S SR 9 (Lat: 40.053333,  Lng: -85.665000),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 28,159 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,093 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: OLD SR 109 (COLUMBUS AV)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.174,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3919,  Location: 0.7 km S SR 9 (Lat: 40.053333,  Lng: -85.661667),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 28,159 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,093 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.399,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 392,  Location: 0.7 km S SR 9 (Lat: 40.053333,  Lng: -85.663333),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 28,159 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,093 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.399,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3921,  Location: 5.3 km S SR 236 (Lat: 40.053333,  Lng: -85.653333),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 28,159 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,093 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 9 & SR 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.139,  Lanes on structure: 2,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3922,  Location: 5.3 km S SR 236 (Lat: 40.053333,  Lng: -85.653333),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 28,159 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 56,093 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 9 & SR 109
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.139,  Lanes on structure: 2,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3923,  Location: 1.6 km N SR 9 (Lat: 40.055000,  Lng: -85.635000),  Route carried "on" structure: Alternate City street ,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 2,428 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,420 (year 2026),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: CR 200 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3933,  Location: 0.4 km S SR 32 (Lat: 40.115000,  Lng: -85.570000),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 19,916 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,671 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.788,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3934,  Location: 0.4 km S SR 32 (Lat: 40.115000,  Lng: -85.570000),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 19,916 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,671 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 67
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.788,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3936,  Location: 0.3 km N SR 32 (Lat: 40.121667,  Lng: -85.570000),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 16,889 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,644 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.657,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Navigation Control: Yes ( Vertical Clearance: 5.7m (18.7ft), Horizontal Clearance: 24.9m (81.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3937,  Location: 0.3 km N SR 32 (Lat: 40.121667,  Lng: -85.570000),  Route carried "on" structure: Interstate 69,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 16,889 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,644 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.657,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Navigation Control: Yes ( Vertical Clearance: 5.7m (18.7ft), Horizontal Clearance: 24.9m (81.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.7m (84.3ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4800087,  Location: 0 km 200N-25E (Lat: 40.135247,  Lng: -85.668197),  Route carried "on" structure: City street 382,  Year Built: 1955,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 3,430 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,850 (year 2026),  Design Load: H 20,  Features Intersected: KILLBUCK CREEK,  Facility Carried by Structure: CROSS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.26m (13.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $26,000 ( Estimate for 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: 4800093,  Location: 0 km 80N-290E (Lat: 40.118208,  Lng: -85.614911),  Route carried "on" structure: City street 95,  Year Built: 1972,  Status: Open,  Structure Length: 10.40m (34.12ft),  Average Daily Traffic: 1,180 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,670 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: RD 300 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 20.1m (65.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.39m (34.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $155,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4800094,  Location: 0 km 85S-200E (Lat: 40.093153,  Lng: -85.633564),  Route carried "on" structure: City street 83,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 6,970 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,860 (year 2026),  Design Load: H 20,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: RD 200 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 20.4m (66.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Inventory Rating: 23.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4800098,  Location: 0 km 400S-220W (Lat: 40.046819,  Lng: -85.713769),  Route carried "on" structure: City street 22,  Year Built: 1983,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 640 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 910 (year 2026),  Design Load: HS 20,  Features Intersected: PRAIRIE CREEK,  Facility Carried by Structure: RD 400 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than 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: Integral Concrete

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Structure Number: 4800108,  Location: 0 km 350S-400W (Lat: 40.055492,  Lng: -85.765833),  Route carried "on" structure: City street 663,  Year Built: 1984,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 860 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,220 (year 2026),  Design Load: HS 20,  Features Intersected: FOSTER BRANCH CREEK,  Facility Carried by Structure: RD 400 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4800149,  Location: 0 km 25N-100W (Lat: 40.117758,  Lng: -85.691750),  Route carried "on" structure: City street 489,  Year Built: 1930,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 12.32m (40.42ft),  Average Daily Traffic: 10,500 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,860 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: MADISON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 25.9m (85.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2006,  Bridge Improvement Cost: $66,000,  Total Project Cost: $66,000 ( Estimate for 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: 4800159,  Location: 0 km 25N-10E (Lat: 40.107936,  Lng: -85.674347),  Route carried "on" structure: City street 320,  Year Built: 1969,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 22.18m (72.77ft),  Average Daily Traffic: 17,690 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,030 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE R. & ABANDONED R R,  Facility Carried by Structure: 8TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 24 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.9m (25.9ft), Horizontal Clearance: 8.8m (28.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.18m (72.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Underwater Inspection Date: November 2004,  Bridge Improvement Cost: $7,948,000,  Roadway Improvement Cost: $562,000,  Total Project Cost: $8,510,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4800161,  Location: 0.1 km SE OF Broadway Ave (Lat: 40.118333,  Lng: -85.678333),  Route carried "on" structure: City street 765,  Year Built: 1950,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 1,180 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,670 (year 2026),  Design Load: H 20,  Features Intersected: KILLBUCK CREEK,  Facility Carried by Structure: GRAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2006,  Critical Feature Inspection Date: December 2007,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $619,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4800184,  Location: 0 km 40N-15E (Lat: 40.113328,  Lng: -85.674906),  Route carried "on" structure: City street 1215,  Year Built: 1976,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 16.50m (54.13ft),  Average Daily Traffic: 6,000 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,490 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 23 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 20.1m (65.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4800185,  Location: 0 km 75N-10W (Lat: 40.116711,  Lng: -85.679581),  Route carried "on" structure: Business City street ,  Year Built: 1936,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 18.83m (61.78ft),  Average Daily Traffic: 22,940 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 32,460 (year 2026),  Features Intersected: WHITE R. & KILLBUCK CR.,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 19.8m (65.0ft)),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2004,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 480019,  Location: 0 km 405S-175W (Lat: 40.046814,  Lng: -85.705481),  Route carried "on" structure: City street 65,  Year Built: 1992,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 210 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2026),  Design Load: HS 20,  Features Intersected: OREBAUGH DITCH,  Facility Carried by Structure: RIDGEVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 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: 4800191,  Location: 0 km 350S-90E (Lat: 40.054547,  Lng: -85.654261),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 540 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 760 (year 2026),  Features Intersected: BRANCH OF SUGAR FORK CR.,  Facility Carried by Structure: W 60TH 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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4800193,  Location: 0 km 400S-80E (Lat: 40.046403,  Lng: -85.658061),  Route carried "on" structure: Business City street 24,  Year Built: 1987,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 640 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 910 (year 2026),  Design Load: HS 20,  Features Intersected: BRANCH OF SUGAR FORK CR.,  Facility Carried by Structure: W 67TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft)

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

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Structure Number: 4800195,  Location: 0 km 50N-200W (Lat: 40.110794,  Lng: -85.711386),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 9,540 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,500 (year 2026),  Design Load: HS 20,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: RAIBLE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 21.3m (69.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2006,  Underwater Inspection Date: December 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1073,  Location: 7.2 km E SR 9 (Lat: 40.118333,  Lng: -85.570000),  Route carried "under" structure: Interstate 69,  Year Built: 1962,  Structure Length: 10.78m (35.37ft),  Average Daily Traffic: 36,295 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-69 & SB COLLECTOR,  Facility Carried by Structure: SR 32
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 54.287,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.0m (72.2ft)

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Structure Number: 3915,  Location: 2.6 km N SR 67 (Lat: 40.046667,  Lng: -85.693333),  Route carried "under" structure: Interstate 69,  Year Built: 1962,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 56,317 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-69,  Facility Carried by Structure: BROWN ST RD/CR100W
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 38.696,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 3916,  Location: 2.1 km S SR 9 (Lat: 40.050000,  Lng: -85.678333),  Route carried "under" structure: Interstate 69,  Year Built: 1962,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 56,317 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-69,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 39.999,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3917,  Location: 0.9 km S SR 9 (Lat: 40.051667,  Lng: -85.665000),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 4,111 (year 2004),  Truck Traffic: 5%,  Features Intersected: OLD SR 109 (COLUMBUS AV),  Facility Carried by Structure: I-69 NBL
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 3918,  Location: 0.9 km S SR 9 (Lat: 40.053333,  Lng: -85.665000),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 4,111 (year 2004),  Truck Traffic: 5%,  Features Intersected: OLD SR 109 (COLUMBUS AV),  Facility Carried by Structure: I-69 SBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.6m (41.3ft)

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Structure Number: 3921,  Location: 5.3 km S SR 236 (Lat: 40.053333,  Lng: -85.653333),  Route carried "under" structure: State highway 9,  Year Built: 1963,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 22,178 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 9 & SR 109
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 17.618,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 3922,  Location: 5.3 km S SR 236 (Lat: 40.053333,  Lng: -85.653333),  Route carried "under" structure: State highway 9,  Year Built: 1963,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 22,178 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 9 & SR 109
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 1.765,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.2m (43.3ft)

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Structure Number: 3923,  Location: 1.6 km N SR 9 (Lat: 40.055000,  Lng: -85.635000),  Route carried "under" structure: Interstate 69,  Year Built: 1963,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 39,830 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-69,  Facility Carried by Structure: CR 200 EAST
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 43.796,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 3933,  Location: 0.4 km S SR 32 (Lat: 40.115000,  Lng: -85.570000),  Route carried "under" structure: State highway 67,  Year Built: 1963,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 14,455 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 67,  Facility Carried by Structure: I-69 NBL
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 3.491,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 3934,  Location: 0.4 km S SR 32 (Lat: 40.115000,  Lng: -85.570000),  Route carried "under" structure: State highway 67,  Year Built: 1963,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 14,455 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 67,  Facility Carried by Structure: I-69 SBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 3935,  Location: 0 km S SR 32 (Lat: 40.118333,  Lng: -85.570000),  Route carried "under" structure: Interstate 69,  Year Built: 1964,  Structure Length: 7.55m (24.77ft),  Average Daily Traffic: 33,779 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-69,  Facility Carried by Structure: N & S RR
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 54.255,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.0m (72.2ft)