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Bridge Statistics for Lafayette, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lafayette, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 76 Total length: 888 meters (2,913ft) Total costs: $35,515,000 Total average daily traffic: 1,135,246 Total average daily truck traffic: 101,186 National Bridge Inventory (NBI) Registered Bridges for Lafayette
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 6683, Location: 0.5 km E SR 43 (Lat: 40.418333, Lng: -86.898333), Route carried "on" structure: State highway 26, Year Built: 1992, Status: Open, Structure Length: 34.35m (112.70ft), Average Daily Traffic: 18,034 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,409 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIV.,CSX & N&S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 78.4m (257.2ft), Horizontal Clearance: 76.4m (250.7ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 4, Length of Maximum Span: 76.4m (250.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft) 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 34.35m (112.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Underwater Inspection Date: November 2007, Other Special Inspection Date: December 2006, 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: 6685, Location: 0.5 km E SR 43 (Lat: 40.418333, Lng: -86.898333), Route carried "on" structure: State highway 26, Year Built: 1992, Status: Open, Structure Length: 30.48m (100.00ft), Average Daily Traffic: 18,034 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,409 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIV.,CSX & N&S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.634, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 76.4m (250.7ft), Horizontal Clearance: 75.6m (248.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 75.6m (248.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft) 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.48m (100.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Underwater Inspection Date: November 2007, Other Special Inspection Date: December 2006, 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: 1263, Location: 1.6 km N of N Jct US 52 (Lat: 40.391667, Lng: -86.843333), Route carried "on" structure: State highway 25, Year Built: 1994, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 21,311 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 30,027 (year 2026), Design Load: HS 20, Features Intersected: WILSON DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.768, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 16193, Location: 2 km S SR 25 (Lat: 40.370000, Lng: -86.920000), Route carried "on" structure: US 231, Year Built: 1996, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2026), Design Load: HS 20, Features Intersected: BIG WEA CR. & ELLIOTT DT 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: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 16195, Location: 2 km S SR 25 (Lat: 40.370000, Lng: -86.920000), Route carried "on" structure: US 231, Year Built: 1996, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2026), Design Load: HS 20, Features Intersected: BIG WEA CR. & ELLIOTT DT 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: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.5m (113.2ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 162, Location: 1.7 km N US 231 (Lat: 40.395000, Lng: -86.901667), Route carried "on" structure: State highway 25, Year Built: 1935, Year Reconstructed: 1994, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 27,391 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 38,594 (year 2026), Design Load: H 20, Features Intersected: NORFOLK & SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: January 2007, Other Special Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1622, Location: 0 km N SR 443 (Lat: 40.435000, Lng: -86.898333), Route carried "on" structure: State highway 43, Year Built: 1984, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 7,550 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,638 (year 2026), Design Load: HS 20, Features Intersected: HAPPY HOLLOW DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 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: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1901, Location: 0.7 km E SR 443 (Lat: 40.451667, Lng: -86.895000), Route carried "on" structure: US 52, Year Built: 1936, Year Reconstructed: 1984, Status: Open, Structure Length: 29.96m (98.29ft), Average Daily Traffic: 16,498 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,247 (year 2026), Design Load: H 20, Features Intersected: WABASH RIVER & SR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.197, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 45.4m (149.0ft)), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.54m (100.20ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2007, Critical Feature Inspection Date: September 2007, Underwater Inspection Date: November 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $15,000,000, Roadway Improvement Cost: $500,000, Total Project Cost: $15,500,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1902, Location: 0.7 km E SR 443 (Lat: 40.451667, Lng: -86.895000), Route carried "on" structure: US 52, Year Built: 1969, Year Reconstructed: 1984, Status: Open, Structure Length: 30.54m (100.20ft), Average Daily Traffic: 16,498 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,247 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER & SR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.197, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 13.4m (44.0ft), Horizontal Clearance: 43.5m (142.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.54m (100.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2007, Underwater Inspection Date: November 2007, Other Special Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 19025, Location: 2.2 km E SR 443 (Lat: 40.450000, Lng: -86.878333), Route carried "on" structure: US 52, Year Built: 1972, Year Reconstructed: 1991, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 16,498 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,247 (year 2026), Design Load: HS 20, Features Intersected: CSX RR, 9TH ST., & RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.661, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,570,000, Total Project Cost: $1,570,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 19027, Location: 2.2 km E SR 443 (Lat: 40.450000, Lng: -86.878333), Route carried "on" structure: US 52, Year Built: 1972, Year Reconstructed: 1991, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 16,498 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 23,247 (year 2026), Design Load: HS 20, Features Intersected: CSX RR, 9TH ST., & RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.661, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 1, Length of Maximum Span: 30.7m (100.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 50.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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, Bridge Improvement Cost: $700,000, Total Project Cost: $700,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1903, Location: 2.8 km W SR 26 (Lat: 40.441667, Lng: -86.865000), Route carried "on" structure: US 52, Year Built: 1935, Year Reconstructed: 1992, Status: Open, Structure Length: 5.45m (17.88ft), Average Daily Traffic: 17,405 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 24,524 (year 2026), Design Load: H 20, Features Intersected: N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.029, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.8m (35.4ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 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: Equal to present minimum criteria, Deck Geometry: Better than 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: 19035, Location: 2.8 km W SR 26 (Lat: 40.441667, Lng: -86.865000), Route carried "on" structure: US 52, Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 17,405 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 24,524 (year 2026), Design Load: HS 20, Features Intersected: N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.029, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 1904, Location: 1.6 km E SR 25 (Lat: 40.385000, Lng: -86.845000), Route carried "on" structure: US 52, Year Built: 1941, Year Reconstructed: 1984, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 19,818 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 27,922 (year 2026), Design Load: H 20, Features Intersected: BRANCH ELLIOTT DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.932, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 1905, Location: 1.9 km E SR 25 (Lat: 40.383333, Lng: -86.843333), Route carried "on" structure: US 52, Year Built: 1941, Year Reconstructed: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 19,818 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 27,922 (year 2026), Design Load: H 20, Features Intersected: ELLIOTT DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.221, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 27.7m (90.9ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 294, Location: 0.4 km N SR 26 (Lat: 40.426667, Lng: -86.903333), Route carried "on" structure: US 231, Year Built: 1958, Year Reconstructed: 2000, Status: Open, Structure Length: 5.42m (17.78ft), Average Daily Traffic: 18,917 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 26,654 (year 2026), Design Load: HS 20, Features Intersected: US 231 NBL & SR 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.730, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 25.5m (83.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 29405, Location: 0.4 km S US 52 (Lat: 40.455000, Lng: -86.928333), Route carried "on" structure: US 231, Year Built: 1976, Year Reconstructed: 2000, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 8,178 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 11,523 (year 2026), Design Load: HS 20, Features Intersected: US 52 EBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.479, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: November 2007, Other Special Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 32675, Location: 2.2 km N SR 43 (Lat: 40.453333, Lng: -86.903333), Route carried "on" structure: State highway 443, Year Built: 1976, Year Reconstructed: 1993, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 8,605 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 12,124 (year 2026), Design Load: HS 20, Features Intersected: US 52 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, 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: 3761, Location: 4.8 km S SR 25 (Lat: 40.418333, Lng: -86.821667), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,122 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 56,019 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.313, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3762, Location: 4.8 km S SR 25 (Lat: 40.418333, Lng: -86.821667), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1991, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 28,122 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 56,019 (year 2026), Design Load: HS 20+Mod, Features Intersected: SR 26 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 276.313, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.1m (95.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.94m (19.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3763, Location: 2.2 km S SR 25 (Lat: 40.438333, Lng: -86.836667), Route carried "on" structure: Alternate City street , Year Built: 1969, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 5,406 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,617 (year 2026), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 350E/EISENHOWER 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Other Special Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3764, Location: 1.6 km S SR 25 (Lat: 40.443333, Lng: -86.840000), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 1988, Status: Open, Structure Length: 12.00m (39.37ft), Average Daily Traffic: 28,122 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 56,019 (year 2026), Design Load: HS 20+Mod, Features Intersected: WILDCAT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $2,750,000, Total Project Cost: $2,750,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3765, Location: 1.6 km S SR 25 (Lat: 40.443333, Lng: -86.841667), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 1988, Status: Open, Structure Length: 12.00m (39.37ft), Average Daily Traffic: 28,122 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 56,019 (year 2026), Design Load: HS 20+Mod, Features Intersected: WILDCAT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.531, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.00m (39.37ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $2,750,000, Total Project Cost: $2,750,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3766, Location: 1 km S SR 25 (Lat: 40.448333, Lng: -86.845000), Route carried "on" structure: Alternate City street , Year Built: 1969, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 1,059 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,491 (year 2026), Design Load: HS 20, Features Intersected: I-65, Facility Carried by Structure: CR 200 NORTH 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: 5.4m (17.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 50.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $571,000, Total Project Cost: $571,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 3768, Location: 4.8 km N SR 26 (Lat: 40.456667, Lng: -86.848333), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 28,122 (year 2004), Truck Traffic: 40%, Average Future Daily Traffic: 56,019 (year 2026), Design Load: HS 20, Features Intersected: SR 25 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.204, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 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: 3769, Location: 4.8 km N SR 26 (Lat: 40.456667, Lng: -86.848333), Route carried "on" structure: Interstate 65, Year Built: 1969, Year Reconstructed: 2000, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 28,122 (year 2004), Truck Traffic: 40%, Average Future Daily Traffic: 56,019 (year 2026), Design Load: HS 20, Features Intersected: SR 25 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 281.204, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: 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: 377, Location: 0.9 km N SR 25 (Lat: 40.465000, Lng: -86.851667), Route carried "on" structure: Interstate 65, Year Built: 1969, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 44,157 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 87,961 (year 2026), Design Load: HS 20+Mod, Features Intersected: DRY RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.138, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3771, Location: 1.8 km N SR 25 (Lat: 40.473333, Lng: -86.853333), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1988, Status: Open, Structure Length: 39.31m (128.97ft), Average Daily Traffic: 22,078 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 43,980 (year 2026), Design Load: HS 20+Mod, Features Intersected: WABASH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 283.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 50.2m (164.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 52.8m (173.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.31m (128.97ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: November 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $4,392,000, Total Project Cost: $4,392,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 3772, Location: 1.8 km N SR 25 (Lat: 40.473333, Lng: -86.853333), Route carried "on" structure: Interstate 65, Year Built: 1968, Year Reconstructed: 1988, Status: Open, Structure Length: 39.31m (128.97ft), Average Daily Traffic: 22,078 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 43,980 (year 2026), Design Load: HS 20+Mod, Features Intersected: WABASH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 283.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Navigation Control: Yes ( Vertical Clearance: 10.3m (33.8ft), Horizontal Clearance: 50.2m (164.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 6, Length of Maximum Span: 52.8m (173.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.31m (128.97ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: November 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $4,392,000, Total Project Cost: $4,392,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7642, Location: 1.3 km N SR 25 (Lat: 40.400000, Lng: -86.921667), Route carried "on" structure: US 231, Year Built: 1995, Status: Open, Structure Length: 64.34m (211.09ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 8.5m (27.9ft), Horizontal Clearance: 114.3m (375.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 53.4m (175.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.34m (211.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: July 2004, Other Special Inspection Date: August 2006, Bridge Improvement Cost: $50,000, Total Project Cost: $50,000 ( Estimate for 2009), 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: 7643, Location: 1.3 km N SR 25 (Lat: 40.400000, Lng: -86.921667), Route carried "on" structure: US 231, Year Built: 1995, Status: Open, Structure Length: 64.34m (211.09ft), Average Daily Traffic: 102 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.884, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 8.5m (27.9ft), Horizontal Clearance: 114.3m (375.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 53.4m (175.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 64.34m (211.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2006, Underwater Inspection Date: July 2004, Other Special Inspection Date: August 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: 76438, Location: 0.3 km N SR 25 (Lat: 40.391667, Lng: -86.921667), Route carried "on" structure: Alternate County highway , Year Built: 2000, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 4,086 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,758 (year 2026), Design Load: HS 20, Features Intersected: US 231, Facility Carried by Structure: ELSTON 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: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 790003, Location: 0 km 250S-250E (Lat: 40.381542, Lng: -86.857267), Route carried "on" structure: City street 49, Year Built: 2006, Status: Open, Structure Length: 3.55m (11.65ft), Average Daily Traffic: 7,991 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 10,948 (year 2025), Design Load: HS 20, Features Intersected: ELLIOTT DITCH, Facility Carried by Structure: CONCORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7900031, Location: 0 km 250E-250S (Lat: 40.381875, Lng: -86.856647), Route carried "on" structure: City street 182, Year Built: 2006, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 11,376 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 15,585 (year 2025), Design Load: HS 20, Features Intersected: ELLIOTT DITCH, Facility Carried by Structure: BRADY LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7900032, Location: 0 km 325S-50E (Lat: 40.370300, Lng: -86.894886), Route carried "on" structure: City street 191, Year Built: 1998, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 2,239 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,067 (year 2025), Design Load: HS 20, Features Intersected: ELLIOTT DITCH, Facility Carried by Structure: POLAND HILL ROAD 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7900036, Location: 0 km 00E-310S (Lat: 40.371092, Lng: -86.885486), Route carried "on" structure: City street 39, Year Built: 1957, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 6,056 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,297 (year 2025), Design Load: HS 20, Features Intersected: ELLIOTT DITCH, Facility Carried by Structure: S 9TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $14,000, Total Project Cost: $35,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7900043, Location: 0 km 210W-205S (Lat: 40.387400, Lng: -86.946072), Route carried "on" structure: City street 36, Year Built: 1932, Status: Posted for load-capacity, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,700 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 3,753 (year 2025), Design Load: HS 20, Features Intersected: BRANCH WEA CREEK, Facility Carried by Structure: LILLY 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: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 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: Meets minimum limits, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $170,000, Total Project Cost: $825,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7900083, Location: 0 km 400N-200E (Lat: 40.476167, Lng: -86.869319), Route carried "on" structure: County highway 51, Year Built: 1973, Year Reconstructed: 1998, Status: Open, Structure Length: 34.74m (113.98ft), Average Daily Traffic: 7,002 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 9,453 (year 2025), Design Load: HS 20, Features Intersected: WABASH R./DAVIS FERRY RD, Facility Carried by Structure: NORTH 9TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 47.8m (156.8ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 48.7m (159.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2006, Other Special Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7900127, Location: 0 km 310S-150E (Lat: 40.373636, Lng: -86.876039), Route carried "on" structure: City street 55, Year Built: 2003, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 13,612 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 18,648 (year 2025), Design Load: HS 20, Features Intersected: ELLIOT DITCH, Facility Carried by Structure: 150E 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), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 3.2m (10.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 7900136, Location: 0 km 220S-140W (Lat: 40.383764, Lng: -86.932208), Route carried "on" structure: City street 178, Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 548 (year 2025), Design Load: HS 20, Features Intersected: CSX RAILROAD, Facility Carried by Structure: OLD SHADELAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $76,000, Total Project Cost: $692,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7900137, Location: 0 km 30W-200S (Lat: 40.387767, Lng: -86.949925), Route carried "on" structure: City street 36, Year Built: 1950, Year Reconstructed: 1976, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 5,000 (year 2003), Truck Traffic: 30%, Average Future Daily Traffic: 6,950 (year 2025), Design Load: HS 20, Features Intersected: N&S RAILROAD, Facility Carried by Structure: LILLY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 35.1 metric tons, Inventory Rating: 26.1 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.81m (15.78ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2006, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $220,000, Total Project Cost: $1,288,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7900145, Location: 0 km 50N-100E (Lat: 40.441353, Lng: -86.884472), Route carried "on" structure: City street 51, Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,585 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 28,201 (year 2025), Design Load: HS 20, Features Intersected: WABASH & ERIE CANAL, Facility Carried by Structure: NORTH 9TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006 Find on map >>
Structure Number: 790016, Location: 0 km 20N-150E (Lat: 40.418861, Lng: -86.877197), Route carried "on" structure: City street , Year Built: 1953, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 13,000 (year 2003), Truck Traffic: 10%, Average Future Daily Traffic: 18,070 (year 2025), Design Load: HS 20, Features Intersected: FERRY STREET, Facility Carried by Structure: 18TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Indiana forum Back to: Lafayette, IN, Indiana, All US cities.
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