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

Find on map >> Show street view

Structure Number: 441, Location: 0.3 km N SR-25 SBL (Lat: 40.756667, Lng: -86.368333), Route carried "on" structure: State highway 17, Year Built: 1918, Year Reconstructed: 1957, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 23,975 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 33,780 (year 2026), Design Load: H 20, Features Intersected: EEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.8m (9.2ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.06m (36.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 11, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $3,825,000, Roadway Improvement Cost: $200,000, Total Project Cost: $4,025,000, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 6, Location: 0.5 km S SR 17 (Lat: 40.753333, Lng: -86.373333), Route carried "on" structure: State highway 25, Year Built: 1930, Year Reconstructed: 1986, Status: Open, Structure Length: 13.32m (43.70ft), Average Daily Traffic: 21,469 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 30,250 (year 2026), Design Load: H 20, Features Intersected: EEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.665, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Fair, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 13.32m (43.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: November 2007, Roadway Improvement Cost: $100,000, Total Project Cost: $1,600,000 ( 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 >> Show street view

Structure Number: 6469, Location: 0.8 km S US 24 (Lat: 40.745000, Lng: -86.378333), Route carried "on" structure: State highway 25, Year Built: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 8,863 (year 2004), Truck Traffic: 8%, Average Future Daily Traffic: 12,488 (year 2026), Design Load: HS 20, Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.378, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 50.0m (164.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 647, Location: 0.5 km S US 24 (Lat: 40.748333, Lng: -86.378333), Route carried "on" structure: State highway 25, Year Built: 1994, Status: Open, Structure Length: 19.90m (65.29ft), Average Daily Traffic: 11,795 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 16,620 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.748, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 12, Underwater Inspection Date: August 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 648, Location: 3.8 km N US 24 / US 35 (Lat: 40.758333, Lng: -86.365000), Route carried "on" structure: State highway 25, Year Built: 1991, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 14,345 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,212 (year 2026), Design Load: HS 20, Features Intersected: EEL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.033, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 649, Location: 4.9 km N US 24 / US 35 (Lat: 40.768333, Lng: -86.358333), Route carried "on" structure: State highway 25, Year Built: 1918, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,061 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 12,767 (year 2026), Design Load: H 20, Features Intersected: HARVEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.143, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 20.4m (66.9ft)

Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Inventory Rating: 28.8 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >> Show street view

Structure Number: 11265, Location: 0.9 km E SR 29 (Lat: 40.735000, Lng: -86.375000), Route carried "on" structure: US 24, Year Built: 1974, Year Reconstructed: 1998, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 2,675 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2026), Design Load: HS 20, Features Intersected: OLD SR 329
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >> Show street view

Structure Number: 11266, Location: 0.8 km E SR 29 (Lat: 40.735000, Lng: -86.375000), Route carried "on" structure: US 24, Year Built: 1998, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,675 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 3,769 (year 2026), Design Load: HS 20, Features Intersected: OLD SR 329
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 11267, Location: 0.4 km W SR 29 (Lat: 40.740000, Lng: -86.390000), Route carried "on" structure: US 24, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 5,109 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,199 (year 2026), Design Load: HS 20, Features Intersected: SR 25 & N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.796, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 11269, Location: 0.3 km W SR 25 (Lat: 40.741667, Lng: -86.391667), Route carried "on" structure: US 24, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 6,297 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,873 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.522, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 26.4m (86.6ft)

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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 11271, Location: 1.1 km W SR 25 (Lat: 40.748333, Lng: -86.395000), Route carried "on" structure: US 24, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 36.58m (120.01ft), Average Daily Traffic: 5,845 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,234 (year 2026), Design Load: HS 20, Features Intersected: WABASH RIVER & 2 STS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.734, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 6, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Excellent, 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 11, Underwater Inspection Date: November 2007, Other Special Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 11273, Location: 2 km W SR 25 (Lat: 40.756667, Lng: -86.398333), Route carried "on" structure: US 24, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 5,845 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,234 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.784, Lanes on structure: 5, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 11, Other Special Inspection Date: December 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 11275, Location: 2.2 km W SR 25 (Lat: 40.756667, Lng: -86.400000), Route carried "on" structure: US 24, Year Built: 1962, Year Reconstructed: 1990, Status: Open, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 5,845 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 8,234 (year 2026), Design Load: HS 20, Features Intersected: US24WBL & MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.656, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: July 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 900068, Location: 00.35 W OF CR 325E (Lat: 40.738997, Lng: -86.319289), Route carried "on" structure: City street 48, Year Built: 1993, Status: Posted for load-capacity, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 475 (year 2031), Features Intersected: MINNOW CREEK, Facility Carried by Structure: SOUTH RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.6m (21.7ft)

Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.4 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 900072, Location: 01.00 S OF CR 100S (Lat: 40.763819, Lng: -86.337883), Route carried "on" structure: City street 215, Year Built: 1970, Year Reconstructed: 2006, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 5,175 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 9,000 (year 2031), Design Load: HS 20, Features Intersected: EEL RIVER, Facility Carried by Structure: DAVIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 900074, Location: 00.10 E OF CR 300E (Lat: 40.768486, Lng: -86.317261), Route carried "on" structure: City street 64, Year Built: 1976, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 230 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 400 (year 2031), Features Intersected: TICK CREEK, Facility Carried by Structure: PERRYSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 900082, Location: 00.60 N OF US 24 (Lat: 40.742931, Lng: -86.346231), Route carried "on" structure: City street 5, Year Built: 1977, Status: Open, Structure Length: 19.93m (65.39ft), Average Daily Traffic: 6,000 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 10,000 (year 2031), Design Load: HS 20, Features Intersected: WABASH RIVER, Facility Carried by Structure: 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.6m (100.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 900132, Location: 00.30 W OF BURLINGTON AVE (Lat: 40.741706, Lng: -86.373444), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 850 (year 2031), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: BIDDLE ST
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Very good, Culverts: Very good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 900133, Location: 00.05 N OF BIDDLE ST (Lat: 40.742111, Lng: -86.374161), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 125 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2031), Features Intersected: GOOSE CREEK, Facility Carried by Structure: CULBERTSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 900139, Location: 00.30 N OF BIDDLE ST (Lat: 40.743131, Lng: -86.375825), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 250 (year 2031), Features Intersected: GOOSE CREEK, Facility Carried by Structure: SHULTZ & KLOENNE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 90014, Location: 00.55 N OF MAIN ST (Lat: 40.750897, Lng: -86.366439), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 13,100 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 21,000 (year 2031), Design Load: HS 25, Features Intersected: WABASH RIVER(N CROSSING), Facility Carried by Structure: 3RD 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.4m (109.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 40.5 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 900141, Location: 00.50 N OF MAIN ST (Lat: 40.748919, Lng: -86.366075), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 13,100 (year 2011), Truck Traffic: 13%, Average Future Daily Traffic: 21,000 (year 2031), Design Load: HS 25, Features Intersected: WABASH RIVER(S CROSSING), Facility Carried by Structure: 3RD 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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.0 metric tons, Inventory Rating: 40.5 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 11, Underwater Inspection Date: July 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >> Show street view

Structure Number: 900142, Location: 00.70 N OF US-24 (Lat: 40.740367, Lng: -86.371192), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 11,000 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 18,000 (year 2031), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: BURLINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Good, Culverts: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 900151, Location: 00.01 N OF WOLF ST (Lat: 40.738903, Lng: -86.369239), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 300 (year 2011), Truck Traffic: 30%, Average Future Daily Traffic: 500 (year 2031), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: HUMPHREY ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11

Find on map >> Show street view

Structure Number: 900152, Location: 00.15 W OF SR-25 (Lat: 40.744172, Lng: -86.376375), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 225 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2031), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: BARTLETT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing

Find on map >> Show street view

Structure Number: 11265, Location: 0.9 km E SR 29 (Lat: 40.735000, Lng: -86.375000), Route carried "under" structure: City street , Year Built: 1974, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 3,985 (year 2004), Truck Traffic: 10%, Features Intersected: OLD SR 329, Facility Carried by Structure: US 24EBL & US35SBL
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.3m (89.6ft)

Find on map >> Show street view

Structure Number: 11266, Location: 0.8 km E SR 29 (Lat: 40.735000, Lng: -86.375000), Route carried "under" structure: Bypass US , Year Built: 1998, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 3,985 (year 2004), Truck Traffic: 10%, Features Intersected: OLD SR 329, Facility Carried by Structure: US 24WBL & US35NBL
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)

Find on map >> Show street view

Structure Number: 11267, Location: 0.4 km W SR 29 (Lat: 40.740000, Lng: -86.390000), Route carried "under" structure: State highway 25, Year Built: 1961, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 8,044 (year 2004), Truck Traffic: 10%, Features Intersected: SR 25 & N&S RR, Facility Carried by Structure: US 24 & US 35
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 9.252, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.1m (59.4ft)

Find on map >> Show street view

Structure Number: 11271, Location: 1.1 km W SR 25 (Lat: 40.748333, Lng: -86.395000), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 36.58m (120.01ft), Average Daily Traffic: 324 (year 2004), Truck Traffic: 5%, Features Intersected: City Street, Facility Carried by Structure: US 24 & US 35
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 16.734, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)

Find on map >> Show street view

Structure Number: 11275, Location: 2.2 km W SR 25 (Lat: 40.756667, Lng: -86.400000), Route carried "under" structure: US 24, Year Built: 1962, Structure Length: 5.94m (19.49ft), Average Daily Traffic: 9,098 (year 2004), Truck Traffic: 10%, Features Intersected: US24WBL & MARKET STREET
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 15.623, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.5m (57.4ft)