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

Find on map >>

Structure Number: 2435,  Location: 2 km S SR 44 (Lat: 39.503333,  Lng: -85.771667),  Route carried "on" structure: State highway 9,  Year Built: 1990,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 6,965 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,561 (year 2026),  Design Load: HS 20,  Features Intersected: VAN PELT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.425,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft)

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

Find on map >>

Structure Number: 244,  Location: 2.4 km S I-74 (Lat: 39.530000,  Lng: -85.778333),  Route carried "on" structure: State highway 9,  Year Built: 1994,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 14,939 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,049 (year 2026),  Design Load: HS 20,  Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.756,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 245,  Location: 3.1 km N SR 44 (Lat: 39.551667,  Lng: -85.776667),  Route carried "on" structure: State highway 9,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 16,560 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 23,334 (year 2026),  Design Load: HS 20,  Features Intersected: I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.185,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 448,  Location: 5.5 km W SR 9 (Lat: 39.585000,  Lng: -85.823333),  Route carried "on" structure: Alternate City street ,  Year Built: 1958,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 3,496 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,925 (year 2026),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: FAIRLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.9m (32.5ft)

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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4481,  Location: 2.2 km W SR 9 (Lat: 39.565000,  Lng: -85.795000),  Route carried "on" structure: Alternate City street ,  Year Built: 1958,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 1,676 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,361 (year 2026),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: OLD US 421
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: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 4482,  Location: 1.4 km E SR 9 (Lat: 39.543333,  Lng: -85.761667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 13,523 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,939 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.895,  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: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.6 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: 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Underwater Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4483,  Location: 1.4 km E SR 9 (Lat: 39.543333,  Lng: -85.761667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 13,523 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,939 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BIG BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 182.895,  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: 7,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.6 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: 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,  Underwater Inspection Frequency: Every 36 months,  Inspection Date: November 2007,  Underwater Inspection Date: September 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4484,  Location: 2.1 km E SR 9 (Lat: 39.540000,  Lng: -85.756667),  Route carried "on" structure: Alternate City street ,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 2,034 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,866 (year 2026),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: KNIGHTSTOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

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

Find on map >>

Structure Number: 4485,  Location: 1.3 km W SR 44 (Lat: 39.535000,  Lng: -85.750000),  Route carried "on" structure: Alternate City street ,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 907 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,278 (year 2026),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: RUSHVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 4486,  Location: 1 km W SR 44 (Lat: 39.533333,  Lng: -85.746667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 13,523 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,939 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.713,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4487,  Location: 1 km W SR 44 (Lat: 39.533333,  Lng: -85.746667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 13,523 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,939 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: LITTLE BLUE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.713,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4488,  Location: 4.3 km E SR 9 (Lat: 39.526667,  Lng: -85.736667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 13,523 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,939 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.759,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 4489,  Location: 4.3 km E SR 9 (Lat: 39.526667,  Lng: -85.736667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 13,523 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,939 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR 44
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.759,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.3m (63.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 449,  Location: 1.1 km E SR 44 (Lat: 39.521667,  Lng: -85.726667),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 10,872 (year 2004),  Truck Traffic: 30%,  Average Future Daily Traffic: 21,657 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 4491,  Location: 1.1 km E SR 44 (Lat: 39.521667,  Lng: -85.725000),  Route carried "on" structure: Interstate 74,  Year Built: 1959,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 10,872 (year 2004),  Truck Traffic: 30%,  Average Future Daily Traffic: 21,657 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK LEWIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.917,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 4492,  Location: 1.3 km E SR 44 (Lat: 39.520000,  Lng: -85.723333),  Route carried "on" structure: Alternate City street ,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 495 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 697 (year 2026),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: BLUE RIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>

Structure Number: 7300057,  Location: 0 km 5S - 275 E (Lat: 39.519097,  Lng: -85.725556),  Route carried "on" structure: City street 42,  Year Built: 1963,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 125 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2026),  Features Intersected: NORTH FORK LEWIS CREEK,  Facility Carried by Structure: BLUE RIDGE ROAD
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Inventory Rating: 25.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $80,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 730017,  Location: 0 km 2N - 7E (Lat: 39.528122,  Lng: -85.766836),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,650 (year 2026),  Design Load: H 20,  Features Intersected: LITTLE BLUE RIVER,  Facility Carried by Structure: MORRIS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $175,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 7300171,  Location: 0 km 8S - 10E (Lat: 39.514172,  Lng: -85.761742),  Route carried "on" structure: City street 51,  Year Built: 1969,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 850 (year 2026),  Design Load: HS 20,  Features Intersected: CONRAIL,  Facility Carried by Structure: AMOS ROAD
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),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.6m (93.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $120,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7300173,  Location: 0 km 5S - 25 W (Lat: 39.504736,  Lng: -85.783764),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,050 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,350 (year 2026),  Design Load: HS 20,  Features Intersected: FORTUNE DITCH,  Facility Carried by Structure: MCKAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $5,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 7300192,  Location: 0 km 25 N - 175 E (Lat: 39.516667,  Lng: -85.750000),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,750 (year 2026),  Design Load: HS 20,  Features Intersected: LITTLE BLUE RIVER,  Facility Carried by Structure: LEE ROAD
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 14.4m (47.2ft)

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

Find on map >>

Structure Number: 245,  Location: 3.1 km N SR 44 (Lat: 39.551667,  Lng: -85.776667),  Route carried "under" structure: Interstate 74,  Year Built: 1959,  Structure Length: 8.22m (26.97ft),  Average Daily Traffic: 34,071 (year 2004),  Truck Traffic: 3%,  Features Intersected: I-74,  Facility Carried by Structure: SR 9
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 181.398,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>

Structure Number: 448,  Location: 5.5 km W SR 9 (Lat: 39.585000,  Lng: -85.823333),  Route carried "under" structure: Interstate 74,  Year Built: 1958,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 30,818 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-74,  Facility Carried by Structure: FAIRLAND ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 175.895,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

Find on map >>

Structure Number: 4481,  Location: 2.2 km W SR 9 (Lat: 39.565000,  Lng: -85.795000),  Route carried "under" structure: Interstate 74,  Year Built: 1958,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 30,818 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-74,  Facility Carried by Structure: OLD US 421
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 179.162,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

Find on map >>

Structure Number: 4484,  Location: 2.1 km E SR 9 (Lat: 39.540000,  Lng: -85.756667),  Route carried "under" structure: Interstate 74,  Year Built: 1959,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 27,047 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-74,  Facility Carried by Structure: KNIGHTSTOWN ROAD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 183.554,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

Find on map >>

Structure Number: 4485,  Location: 1.3 km W SR 44 (Lat: 39.535000,  Lng: -85.750000),  Route carried "under" structure: Interstate 74,  Year Built: 1959,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 27,047 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-74,  Facility Carried by Structure: RUSHVILLE ROAD
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 184.375,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

Find on map >>

Structure Number: 4488,  Location: 4.3 km E SR 9 (Lat: 39.526667,  Lng: -85.736667),  Route carried "under" structure: State highway 44,  Year Built: 1959,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 12,734 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 44,  Facility Carried by Structure: I-74 EBL
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 2.008,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.3m (63.3ft)

Find on map >>

Structure Number: 4489,  Location: 4.3 km E SR 9 (Lat: 39.526667,  Lng: -85.736667),  Route carried "under" structure: State highway 44,  Year Built: 1959,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 12,734 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 44,  Facility Carried by Structure: I-74 WBL
Minimum Vertical Clearance: 0.68m (2.23ft),  Kilometerpoint: 20.112,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.3m (63.3ft)

Find on map >>

Structure Number: 4492,  Location: 1.3 km E SR 44 (Lat: 39.520000,  Lng: -85.723333),  Route carried "under" structure: Interstate 74,  Year Built: 1959,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 21,743 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-74,  Facility Carried by Structure: BLUE RIDGE ROAD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 187.158,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)