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Bridge Statistics for Columbus, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Columbus, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 47 Total length: 361 meters (1,184ft) Total costs: $3,551,000 Total average daily traffic: 596,708 Total average daily truck traffic: 32,758 National Bridge Inventory (NBI) Registered Bridges for Columbus
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 208, Location: 2.9 km E SR 11 (Lat: 39.196667, Lng: -85.901667), Route carried "on" structure: State highway 46, Year Built: 1940, Year Reconstructed: 1991, Status: Open, Structure Length: 8.22m (26.97ft), Average Daily Traffic: 22,769 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 32,082 (year 2026), Design Load: H 20, Features Intersected: HAW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.073, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: 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: 3081, Location: 3.2 km S SR 46 (Lat: 39.170000, Lng: -85.930000), Route carried "on" structure: State highway 11, Year Built: 1986, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,404 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,252 (year 2026), Design Load: HS 20, Features Intersected: OPOSSUM CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.800, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 926, Location: 4.8 km N SR 46 (Lat: 39.208333, Lng: -85.873333), Route carried "on" structure: US 31, Year Built: 1941, Year Reconstructed: 1985, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 17,411 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 24,532 (year 2026), Design Load: H 20, Features Intersected: CLIFTY CREEK Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 17.168, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 53.3m (174.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.66m (34.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2007, Critical Feature Inspection Date: March 2007, Bridge Improvement Cost: $2,409,000, Total Project Cost: $2,409,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 927, Location: 5.2 km N SR 46 (Lat: 39.211667, Lng: -85.878333), Route carried "on" structure: US 31, Year Built: 1941, Year Reconstructed: 1973, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 17,411 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 24,532 (year 2026), Design Load: HS 20, Features Intersected: CLIFTY CREEK OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.538, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $859,000, Total Project Cost: $859,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 9275, Location: 7.2 km N SR 46 (Lat: 39.225000, Lng: -85.893333), Route carried "on" structure: US 31, Year Built: 1990, Status: Open, Structure Length: 6.33m (20.77ft), Average Daily Traffic: 10,827 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 15,255 (year 2026), Design Load: HS 20, Features Intersected: HAW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, 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: 928, Location: 7.2 km N SR 46 (Lat: 39.225000, Lng: -85.893333), Route carried "on" structure: US 31, Year Built: 1992, Status: Open, Structure Length: 6.33m (20.77ft), Average Daily Traffic: 10,827 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 15,255 (year 2026), Design Load: HS 20, Features Intersected: HAW CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, 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: 929, Location: 8.7 km S I-65 (Lat: 39.236667, Lng: -85.928333), Route carried "on" structure: US 31, Year Built: 2006, Status: Open, Structure Length: 16.58m (54.40ft), Average Daily Traffic: 21,113 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 29,558 (year 2026), Design Load: HS 20+Mod, Features Intersected: FLATROCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.024, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.2m (135.2ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.6 metric tons, Inventory Rating: 45.0 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Underwater Inspection Date: May 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: 93, Location: 7.6 km S I-65 (Lat: 39.241667, Lng: -85.938333), Route carried "on" structure: US 31, Year Built: 1994, Status: Open, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 8,387 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 11,819 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL, INDPLS.& SER.RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.102, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 78.3 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 9305, Location: 7.6 km S I-65 (Lat: 39.241667, Lng: -85.938333), Route carried "on" structure: US 31, Year Built: 1994, Status: Open, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 8,387 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 11,819 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL, INDPLS.& SER.RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.102, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, 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: 1031, Location: 7.1 km S SR 46 (Lat: 39.140000, Lng: -85.910000), Route carried "on" structure: State highway 11, Year Built: 1943, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,493 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,739 (year 2026), Design Load: HS 20, Features Intersected: DREDGED DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.970, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1032, Location: 5.1 km S SR 46 (Lat: 39.155000, Lng: -85.921667), Route carried "on" structure: State highway 11, Year Built: 1963, Year Reconstructed: 1985, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 9,404 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,252 (year 2026), Design Load: HS 20, Features Intersected: DENIOS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.982, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10335, Location: 0.1 km E SR 11 (Lat: 39.200000, Lng: -85.925000), Route carried "on" structure: State highway 46, Year Built: 1999, Status: Open, Structure Length: 14.38m (47.18ft), Average Daily Traffic: 22,002 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 31,002 (year 2026), Design Load: HS 20, Features Intersected: EAST FORK WHITE RIVER Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 13.354, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 142.0m (465.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stayed Girder, Number Of Spans In Main Unit: 1, Length of Maximum Span: 142.0m (465.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 36.0 metric tons, Inventory Rating: 25.2 metric tons, Structural Evaluation: Equal to present minimum criteria, 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: September 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1034, Location: 0.1 km E SR 11 (Lat: 39.201667, Lng: -85.926667), Route carried "on" structure: State highway 46, Year Built: 1949, Year Reconstructed: 2000, Status: Open, Structure Length: 27.43m (89.99ft), Average Daily Traffic: 22,009 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 31,010 (year 2026), Design Load: HS 20, Features Intersected: EAST FORK WHITE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 29.2m (95.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Number Of Approach Spans: 2, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 3.6m (11.8ft), Right: 0.0m, Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 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: 2114, Location: 25.1 km E SR 258 (Lat: 39.135000, Lng: -85.958333), Route carried "on" structure: State highway 58, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 6,448 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 9,086 (year 2026), Design Load: HS 20, Features Intersected: I-65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.377, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 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: 3547, Location: 1.6 km N SR 58 (Lat: 39.150000, Lng: -85.958333), Route carried "on" structure: Alternate City street , Year Built: 1960, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 936 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,319 (year 2026), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 350 SOUTH 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), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), 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: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3548, Location: 3 km N SR 58 (Lat: 39.161667, Lng: -85.958333), Route carried "on" structure: Interstate 65, Year Built: 1960, Year Reconstructed: 1979, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 21,851 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 43,528 (year 2026), Design Load: HS 20+Mod, Features Intersected: DENOIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.566, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.9 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior 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: 3549, Location: 3 km N SR 58 (Lat: 39.161667, Lng: -85.960000), Route carried "on" structure: Interstate 65, Year Built: 1960, Year Reconstructed: 1979, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 21,851 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 43,528 (year 2026), Design Load: HS 20+Mod, Features Intersected: DENOIS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.566, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.1m (36.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: Better than present minimum criteria, Approach Roadway Alignment: Superior 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: 355, Location: 3.2 km S SR 46 (Lat: 39.171667, Lng: -85.958333), Route carried "on" structure: Alternate City street , Year Built: 1961, Year Reconstructed: 1978, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 1,748 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,463 (year 2026), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 200 SOUTH 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: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 36.0 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: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3551, Location: 1.4 km S SR 46 (Lat: 39.188333, Lng: -85.960000), Route carried "on" structure: Alternate City street , Year Built: 1961, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 806 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,135 (year 2026), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CARR HILL RD (80S) 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), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, 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: Good, Substructure: Good, Operating Rating: 49.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3552, Location: 7.3 km N SR 58 (Lat: 39.201667, Lng: -85.958333), Route carried "on" structure: Interstate 65, Year Built: 1996, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 43,704 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 87,058 (year 2026), Design Load: HS 20, Features Intersected: SR 46 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 109.878, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 60.1m (197.2ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Other Special Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3554, Location: 0.5 km N SR 46 (Lat: 39.206667, Lng: -85.958333), Route carried "on" structure: Interstate 65, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 31.05m (101.87ft), Average Daily Traffic: 20,946 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 41,724 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRIFTWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.393, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: July 2003, 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: 3555, Location: 0.5 km N SR 46 (Lat: 39.206667, Lng: -85.958333), Route carried "on" structure: Interstate 65, Year Built: 1961, Year Reconstructed: 1996, Status: Open, Structure Length: 31.05m (101.87ft), Average Daily Traffic: 20,946 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 41,724 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRIFTWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 110.393, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2006, Underwater Inspection Date: July 2003, 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: 300093, Location: 0 km 25N - 29E (Lat: 39.238358, Lng: -85.860106), Route carried "on" structure: City street 614, Year Built: 1979, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 785 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 1,370 (year 2024), Design Load: HS 20, Features Intersected: SLOAN BRANCH, Facility Carried by Structure: ROCKY FORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft) 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $11,000, Total Project Cost: $11,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300095, Location: 0 km W OF GLADSTONE (Lat: 39.208567, Lng: -85.898597), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 10,910 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 19,000 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: 10TH STREET (WEST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300153, Location: 0 km 275 S - 15W (Lat: 39.159664, Lng: -85.939367), Route carried "on" structure: Alternate City street 121, Year Built: 1964, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,597 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,790 (year 2024), Design Load: H 15, Features Intersected: DENIOS CREEK, Facility Carried by Structure: 150 WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.2 metric tons, Inventory Rating: 20.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum 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), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $7,000, Total Project Cost: $11,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300155, Location: 0 km 275 S - 24W (Lat: 39.161533, Lng: -85.957850), Route carried "on" structure: Alternate City street 111, Year Built: 1974, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 318 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2024), Features Intersected: DENIOS CREEK, Facility Carried by Structure: 240 WEST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300201, Location: 0 km 4S - 100E (Lat: 39.142892, Lng: -85.911772), Route carried "on" structure: Alternate City street 138, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 70 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2024), Features Intersected: DENIOS CREEK, Facility Carried by Structure: 400 SOUTH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Serious, Culverts: Fair, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $150,000, Total Project Cost: $248,000 ( Estimate for 2002) Find on map >>
Structure Number: 300204, Location: 0 km 25N - 14E (Lat: 39.237844, Lng: -85.885417), Route carried "on" structure: City street 46, Year Built: 1968, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 8,075 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 14,060 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: ROCKYFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300206, Location: 0 km 8TH W OF GLADSTONE (Lat: 39.208142, Lng: -85.899100), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 10,910 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 19,000 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: 8TH STREET (EAST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.16m (26.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $5,000, Total Project Cost: $5,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300207, Location: 0 km 7TH E OF CENTER AV (Lat: 39.206033, Lng: -85.903986), Route carried "on" structure: Alternate City street , Year Built: 2000, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 6,440 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 11,220 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: 7TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 300208, Location: 0 km E OF HAWCREEK (Lat: 39.215847, Lng: -85.897703), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 15,045 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 26,200 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: 17TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 19.5m (64.0ft) 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $8,000, Total Project Cost: $8,000 ( Estimate for 2002), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300221, Location: 0 km 2S - 16W (Lat: 39.171253, Lng: -85.943103), Route carried "on" structure: City street 320, Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,065 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,860 (year 2024), Design Load: HS 20, Features Intersected: OPOSSUM CREEK, Facility Carried by Structure: 200 SOUTH 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300225, Location: 0 km 75 S - 35W (Lat: 39.187992, Lng: -85.976847), Route carried "on" structure: Alternate City street , Year Built: 1982, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 130 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2024), Design Load: HS 20, Features Intersected: TIPTON LAKES CANAL, Facility Carried by Structure: TIPTON LAKES BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300229, Location: 0 km LL RACE PARK (Lat: 39.206322, Lng: -85.929192), Route carried "on" structure: Alternate City street , Year Built: 1986, Year Reconstructed: 1991, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 220 (year 2004), Average Future Daily Traffic: 390 (year 2024), Features Intersected: BRANCH DRIFTWOOD RIVER, Facility Carried by Structure: PARK ROAD Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2006, Other Special Inspection Date: May 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 30031, Location: 0 km 8TH E AT HAW CREEK (Lat: 39.216839, Lng: -85.897283), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 1,100 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,920 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: 18TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.2m (46.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 16.4m (53.8ft) 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300315, Location: 0 km 8S - 35W (Lat: 39.184256, Lng: -85.988783), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 130 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2024), Design Load: HS 20, Features Intersected: TIPTON LAKES CANAL, Facility Carried by Structure: TIPTON LAKES BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 21.5m (70.5ft) 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: 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, Inspection Date: May 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: 300318, Location: 0 km 75 N - 5W (Lat: 39.209439, Lng: -85.928281), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1995, Status: Open, Structure Length: 14.38m (47.18ft), Average Daily Traffic: 100 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2024), Design Load: HS 20, Features Intersected: FLATROCK RIVER, Facility Carried by Structure: INDIANAPOLIS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300319, Location: 0 km 5N - 10E (Lat: 39.223103, Lng: -85.892469), Route carried "on" structure: City street , Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 100 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: 25TH 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: 23 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 30032, Location: 0 km 5N - 345 E (Lat: 39.223889, Lng: -85.848967), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 1994, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 100 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2024), Design Load: HS 20, Features Intersected: SLOAN CREEK, Facility Carried by Structure: 25TH STREET 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300323, Location: 0 km 25N - 135 E (Lat: 39.237825, Lng: -85.886078), Route carried "on" structure: City street 46, Year Built: 2001, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8,075 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 14,060 (year 2024), Design Load: HS 20, Features Intersected: HAW CREEK, Facility Carried by Structure: ROCKYFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 93, Location: 7.6 km S I-65 (Lat: 39.241667, Lng: -85.938333), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 4,389 (year 2004), Truck Traffic: 5%, Features Intersected: CONRAIL, INDPLS.& SER.RD, Facility Carried by Structure: US 31 NBL Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 9305, Location: 7.6 km S I-65 (Lat: 39.241667, Lng: -85.938333), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 4,389 (year 2004), Truck Traffic: 5%, Features Intersected: CONRAIL, INDPLS.& SER.RD, Facility Carried by Structure: US 31 SBL Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft) Find on map >>
Structure Number: 2114, Location: 25.1 km E SR 258 (Lat: 39.135000, Lng: -85.958333), Route carried "under" structure: Interstate 65, Year Built: 1960, Structure Length: 6.18m (20.28ft), Average Daily Traffic: 54,418 (year 2004), Truck Traffic: 5%, Features Intersected: I-65, Facility Carried by Structure: SR 58 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 102.525, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.9m (65.3ft) Find on map >>
Structure Number: 3547, Location: 1.6 km N SR 58 (Lat: 39.150000, Lng: -85.958333), Route carried "under" structure: Interstate 65, Year Built: 1960, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 43,704 (year 2004), Truck Traffic: 5%, Features Intersected: I-65, Facility Carried by Structure: CR 350 SOUTH Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 10.415, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.0m (65.6ft) Find on map >>
Structure Number: 355, Location: 3.2 km S SR 46 (Lat: 39.171667, Lng: -85.958333), Route carried "under" structure: Interstate 65, Year Built: 1961, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 43,704 (year 2004), Truck Traffic: 5%, Features Intersected: I-65, Facility Carried by Structure: CR 200 SOUTH Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 106.596, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.0m (65.6ft) Find on map >>
Structure Number: 3551, Location: 1.4 km S SR 46 (Lat: 39.188333, Lng: -85.960000), Route carried "under" structure: Interstate 65, Year Built: 1961, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 43,704 (year 2004), Truck Traffic: 5%, Features Intersected: I-65, Facility Carried by Structure: CARR HILL RD (80S) Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 108.446, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 3552, Location: 7.3 km N SR 58 (Lat: 39.201667, Lng: -85.958333), Route carried "under" structure: State highway 46, Year Built: 1996, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 12,550 (year 2004), Truck Traffic: 5%, Features Intersected: SR 46, Facility Carried by Structure: I-65 Minimum Vertical Clearance: 5.35m (17.55ft), Kilometerpoint: 10.699, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Arch - Thru, Length of Maximum Span: 60.1m (197.2ft) Discuss this city on our hugely popular Indiana forum Back to: Columbus, IN, Indiana, All US cities.
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