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Bridge Statistics for East Chicago, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: East Chicago, IN, Indiana, Indiana forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 72 Total length: 1,580 meters (5,184ft) Total costs: $13,421,000 Total average daily traffic: 1,279,898 Total average daily truck traffic: 64,995 National Bridge Inventory (NBI) Registered Bridges for East Chicago
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 31, Location: 0.8 km W US 20 (Lat: 41.648333, Lng: -87.481667), Route carried "on" structure: US 12, Year Built: 1987, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 11,779 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 16,596 (year 2026), Design Load: HS 20, Features Intersected: LAKE GEORGE CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.481, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: July 2007, Other Special Inspection Date: June 2007, Deck Structure Type: Open Grating Find on map >>
Structure Number: 311, Location: 0.8 km E US 20 (Lat: 41.640000, Lng: -87.471667), Route carried "on" structure: US 12, Year Built: 1996, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 18,135 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 25,551 (year 2026), Design Load: HS 20, Features Intersected: INDIANA HARBOR CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.139, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 9.7m (31.8ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.4 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: September 2007, Underwater Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 312, Location: 1.6 km E US 20 (Lat: 41.640000, Lng: -87.461667), Route carried "on" structure: US 12, Year Built: 1994, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 24,672 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 34,763 (year 2026), Design Load: HS 20, Features Intersected: KENNEDY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.927, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 23.1m (75.8ft), Out-to-Out Width: 25.9m (85.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 313, Location: 1.9 km E US 20 (Lat: 41.640000, Lng: -87.458333), Route carried "on" structure: US 12, Year Built: 1994, Status: Open, Structure Length: 29.96m (98.29ft), Average Daily Traffic: 24,672 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 34,763 (year 2026), Design Load: HS 20, Features Intersected: EJ&E, CONRAIL, CAREY ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.217, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 43.8m (143.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3132, Location: 0.8 km E US 20 (Lat: 41.630000, Lng: -87.471667), Route carried "on" structure: State highway 312, Year Built: 1964, Year Reconstructed: 1985, Status: Open, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 18,731 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 26,392 (year 2026), Design Load: HS 20, Features Intersected: INDIANA HARBOR CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.939, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Navigation Control: Yes ( Vertical Clearance: 4.9m (16.1ft), Horizontal Clearance: 15.2m (49.9ft)), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Critical, Channel: Very good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.84m (15.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: May 2006, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,570,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,670,000 ( 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: 33025, Location: 0.3 km E US 12 (Lat: 41.655000, Lng: -87.475000), Route carried "on" structure: Ramp State highway 912, Year Built: 1983, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 1,239 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,747 (year 2026), Design Load: HS 20+Mod, Features Intersected: CONRAIL, Facility Carried by Structure: RAMP B - WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.958, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Inventory Rating: 58.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.16m (39.90ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2006, Other Special Inspection Date: Febuary 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2009), 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: 33026, Location: 0.3 km E US 12 (Lat: 41.653333, Lng: -87.475000), Route carried "on" structure: Ramp State highway 912, Year Built: 1983, Status: Open, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 1,075 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,515 (year 2026), Design Load: HS 20+Mod, Features Intersected: RILEY ROAD & RAMP C, Facility Carried by Structure: RAMP D - EB Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 3.958, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Length of Maximum Span: 59.4m (194.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 58.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 18.59m (60.99ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2006, Other Special Inspection Date: Febuary 2007, Bridge Improvement Cost: $2,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $2,100,000 ( Estimate for 2009), 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: 33027, Location: 1.1 km E US 12 (Lat: 41.653333, Lng: -87.470000), Route carried "on" structure: Ramp State highway 912, Year Built: 1983, Status: Open, Structure Length: 45.14m (148.10ft), Average Daily Traffic: 7,802 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 10,994 (year 2026), Design Load: HS 20+Mod, Features Intersected: RILEY ROAD, RAMP D, Facility Carried by Structure: RAMP C - EB Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 4.778, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 10, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 58.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 45.14m (148.10ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2006, Other Special Inspection Date: Febuary 2007, Bridge Improvement Cost: $4,100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $4,200,000 ( Estimate for 2009), 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: 33028, Location: 1.2 km E US 12 (Lat: 41.655000, Lng: -87.470000), Route carried "on" structure: Ramp State highway 912, Year Built: 1983, Year Reconstructed: 2000, Status: Open, Structure Length: 35.44m (116.27ft), Average Daily Traffic: 9,920 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,976 (year 2026), Design Load: HS 20+Mod, Features Intersected: ELEVATION, Facility Carried by Structure: RAMP A - WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.859, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 7, Length of Maximum Span: 64.1m (210.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Satisfactory, Operating Rating: 89.1 metric tons, Inventory Rating: 58.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: 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: July 2006, Other Special Inspection Date: Febuary 2007, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $25,000, Total Project Cost: $225,000 ( Estimate for 2009), 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: 33029, Location: 1.4 km E US 12 (Lat: 41.650000, Lng: -87.463333), Route carried "on" structure: State highway 912, Year Built: 1983, Status: Open, Structure Length: 190.80m (625.98ft), Average Daily Traffic: 35,922 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 50,614 (year 2026), Design Load: HS 20+Mod, Features Intersected: CANAL, RAMP, 3 RR & RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 39 degrees, Navigation Control: Yes ( Vertical Clearance: 30.4m (99.7ft), Horizontal Clearance: 60.9m (199.8ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 28, Length of Maximum Span: 96.1m (315.3ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Poor, Superstructure: Critical, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.1 metric tons, Inventory Rating: 58.5 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 190.80m (625.98ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: November 2006, Other Special Inspection Date: Febuary 2007, Bridge Improvement Cost: $30,300,000, Roadway Improvement Cost: $100,000, Total Project Cost: $30,000 ( Estimate for 2009), 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: 3303, Location: 2.6 km E of W Jct US 12 (Lat: 41.651667, Lng: -87.453333), Route carried "on" structure: State highway 912, Year Built: 1980, Status: Open, Structure Length: 72.93m (239.27ft), Average Daily Traffic: 35,922 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 50,614 (year 2026), Design Load: HS 20+Mod, Features Intersected: CONRAIL,DICKEY RD, DOCK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.323, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Number Of Approach Spans: 14, Length of Maximum Span: 44.5m (146.0ft), Curb-To-Curb Width: 32.0m (105.0ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2005, Other Special Inspection Date: September 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33031, Location: 2.6 km W US 12 (Lat: 41.653333, Lng: -87.448333), Route carried "on" structure: State highway 912, Year Built: 1980, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 72,167 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 101,683 (year 2026), Design Load: HS 20+Mod, Features Intersected: BLOCK AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.773, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 41.4m (135.8ft), Skew: 32 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: 32.6m (107.0ft), Curb-To-Curb Width: 41.3m (135.5ft), Out-to-Out Width: 44.2m (145.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2007, Other Special Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 33032, Location: 2.1 km W US 12 (Lat: 41.653333, Lng: -87.443333), Route carried "on" structure: City street , Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 20.90m (68.57ft), Average Daily Traffic: 5,195 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 7,320 (year 2026), Design Load: HS 20, Features Intersected: SR 912, RAMPS, & RR, Facility Carried by Structure: MICHIGAN AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.8m (61.7ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.4 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 33033, Location: 2.2 km W US 12 (Lat: 41.653333, Lng: -87.443333), Route carried "on" structure: State highway 912, Year Built: 1980, Status: Open, Structure Length: 17.22m (56.50ft), Average Daily Traffic: 10 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 144 (year 2026), Design Load: Pedestrian, Features Intersected: RAILROAD YARD, Facility Carried by Structure: PEDESTRIAN WALK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.143, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 1.8m (5.9ft), Out-to-Out Width: 2.1m (6.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2006, Critical Feature Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 33034, Location: 2.2 km W US 12 (Lat: 41.655000, Lng: -87.443333), Route carried "on" structure: Ramp State highway 912, Year Built: 1980, Year Reconstructed: 2000, Status: Open, Structure Length: 19.11m (62.70ft), Average Daily Traffic: 1,873 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,639 (year 2026), Design Load: HS 20, Features Intersected: RR YARD & RAMP NER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.143, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 34.2m (112.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to 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: March 2007, Other Special Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33035, Location: 2.1 km W US 12 (Lat: 41.653333, Lng: -87.445000), Route carried "on" structure: Ramp State highway 912, Year Built: 1959, Year Reconstructed: 2000, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 3,780 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 5,325 (year 2026), Design Load: HS 20, Features Intersected: RAMP B, Facility Carried by Structure: RAMP B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.256, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.1 metric tons, Inventory Rating: 57.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33036, Location: 2.1 km W US 12 (Lat: 41.653333, Lng: -87.443333), Route carried "on" structure: Ramp State highway 912, Year Built: 1980, Year Reconstructed: 2000, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 14,537 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 20,483 (year 2026), Design Load: HS 20, Features Intersected: RAMP B, Facility Carried by Structure: RAMP H Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.272, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33037, Location: 1.8 km W US 12 (Lat: 41.651667, Lng: -87.441667), Route carried "on" structure: Ramp State highway 912, Year Built: 1980, Year Reconstructed: 2000, Status: Open, Structure Length: 25.29m (82.97ft), Average Daily Traffic: 9,570 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 13,483 (year 2026), Design Load: HS 20, Features Intersected: ELEVATION CHANGE-UP RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.514, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.0 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33039, Location: 0.5 km W US 12 (Lat: 41.641667, Lng: -87.433333), Route carried "on" structure: State highway 912, Year Built: 1980, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 68,050 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 95,883 (year 2026), Design Load: HS 20, Features Intersected: CEMENT CO. ENTRANCE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.881, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 32.9m (107.9ft), Out-to-Out Width: 33.8m (110.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $937,000, Roadway Improvement Cost: $47,000, Total Project Cost: $1,125,000 ( Estimate for 2009), 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: 3304, Location: 0.8 km W SR 312 (Lat: 41.636667, Lng: -87.433333), Route carried "on" structure: State highway 912, Year Built: 1970, Year Reconstructed: 1994, Status: Open, Structure Length: 7.37m (24.18ft), Average Daily Traffic: 35,507 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 50,030 (year 2026), Design Load: HS 20, Features Intersected: US 12 WBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.396, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2007, Other Special Inspection Date: September 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: 3305, Location: 0.1 km W SR 312 (Lat: 41.631667, Lng: -87.433333), Route carried "on" structure: US 12, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 4.93m (16.17ft), Average Daily Traffic: 71,014 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 100,060 (year 2026), Design Load: HS 20, Features Intersected: N & S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.290, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.3m (102.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 33.0m (108.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 3306, Location: 2 km W I-90 (Lat: 41.630000, Lng: -87.433333), Route carried "on" structure: US 12, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 8.13m (26.67ft), Average Daily Traffic: 71,014 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 100,060 (year 2026), Design Load: HS 20, Features Intersected: SR 312 & RAMPS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.435, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.3m (102.7ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 31.3m (102.7ft), Out-to-Out Width: 33.1m (108.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3308, Location: 0.7 km W I-90 (Lat: 41.618333, Lng: -87.433333), Route carried "on" structure: US 12, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 14.44m (47.38ft), Average Daily Traffic: 70,543 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 99,395 (year 2026), Design Load: HS 20, Features Intersected: EJ&E RR, GARY AV & DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.690, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.2m (82.7ft), Skew: 39 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 3, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Operating Rating: 40.5 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: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.44m (47.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: December 2007, Other Special Inspection Date: December 2007, Bridge Improvement Cost: $2,600,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,861,000 ( Estimate for 2009), 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: 3309, Location: 0.3 km W I-90 (Lat: 41.613333, Lng: -87.433333), Route carried "on" structure: US 12, Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 81,933 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 115,443 (year 2026), Design Load: HS 20, Features Intersected: GRAND CALUMET RIV&2 RDS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.172, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 28.5m (93.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: September 2004, 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: 4619, Location: 0.7 km W US 20 (Lat: 41.618333, Lng: -87.490000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 72.17m (236.78ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: GR CALUMET RIV,DR, 2 RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.555, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 73.1m (239.8ft), Horizontal Clearance: 52.7m (172.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 33, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.6 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, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 462, Location: 0.7 km W US 20 (Lat: 41.618333, Lng: -87.490000), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 83.24m (273.10ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: GR CALUMET RIV,DR, 2 RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.555, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 73.1m (239.8ft), Horizontal Clearance: 53.6m (175.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 33, Length of Maximum Span: 53.6m (175.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.6 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, 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, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4621, Location: 2.4 km E SR 312 (Lat: 41.613333, Lng: -87.481667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 20, SR 152 (INDY BLV) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4622, Location: 2.4 km E SR 312 (Lat: 41.613333, Lng: -87.481667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: US 20, SR 152 (INDY BLV) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.263, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4623, Location: 0.8 km E US 20 (Lat: 41.611667, Lng: -87.471667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: NIPSCO ACCESS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.099, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4624, Location: 0.8 km E US 20 (Lat: 41.611667, Lng: -87.471667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: NIPSCO ACCESS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.099, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 61.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4625, Location: 1.6 km E US 20 (Lat: 41.611667, Lng: -87.461667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 9.50m (31.17ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: KENNEDY AVENUE & CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.888, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 57.6 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 4626, Location: 1.6 km E US 20 (Lat: 41.611667, Lng: -87.461667), Route carried "on" structure: Interstate 90, Year Built: 1956, Year Reconstructed: 1986, Status: Open, Structure Length: 9.50m (31.17ft), Average Daily Traffic: 18,146 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 36,146 (year 2026), Design Load: HS 20+Mod, Features Intersected: KENNEDY AVENUE & CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.888, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: August 2007, Other Special Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 7645, Location: 1.3 km W US 12 (Lat: 41.650000, Lng: -87.438333), Route carried "on" structure: Ramp State highway 912, Year Built: 1998, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,053 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,483 (year 2026), Design Load: HS 20, Features Intersected: SR912 EXIT RAMP, CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.012, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2006, Other Special Inspection Date: September 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: 76451, Location: 1.3 km W US 12 (Lat: 41.650000, Lng: -87.436667), Route carried "on" structure: Ramp State highway 912, Year Built: 1998, Status: Open, Structure Length: 6.79m (22.28ft), Average Daily Traffic: 1,053 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,483 (year 2026), Design Load: HS 20, Features Intersected: ABANDONED RR, ACCESS RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.045, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 76452, Location: 1.3 km W US 12 (Lat: 41.650000, Lng: -87.436667), Route carried "on" structure: Ramp State highway 912, Year Built: 1998, Status: Open, Structure Length: 9.87m (32.38ft), Average Daily Traffic: 2,105 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 2,967 (year 2026), Design Load: HS 20, Features Intersected: IHBRR & EJ&E RR & RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.061, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.9m (170.3ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 76453, Location: 1.3 km W US 12 (Lat: 41.648333, Lng: -87.438333), Route carried "on" structure: Ramp State highway 912, Year Built: 1998, Status: Open, Structure Length: 12.58m (41.27ft), Average Daily Traffic: 1,053 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,483 (year 2026), Design Load: HS 20, Features Intersected: SR 912, RAMP & CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.077, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.2m (158.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 76454, Location: 1.3 km W US 12 (Lat: 41.648333, Lng: -87.436667), Route carried "on" structure: Ramp State highway 912, Year Built: 1998, Status: Open, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 1,053 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 1,483 (year 2026), Design Load: HS 20, Features Intersected: CONRAIL, ABAN. RR & RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.093, Lanes on structure: 1, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.2m (148.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4500114, Location: 0.4 km E OF INDY BLVD (Lat: 41.621225, Lng: -87.471089), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 7,320 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 10,880 (year 2026), Design Load: HS 20, Features Intersected: INDIANA HARBOR CANAL, Facility Carried by Structure: 151ST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 22.0m (72.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $8,000, Total Project Cost: $35,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4500134, Location: 0.3 km N OF US 20 (Lat: 41.614156, Lng: -87.461483), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 6.33m (20.77ft), Average Daily Traffic: 11,740 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 17,445 (year 2026), Design Load: HS 20, Features Intersected: GRAND CALUMET RIVER, Facility Carried by Structure: KENNEDY AVENUE 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: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.33m (20.77ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2006, Underwater Inspection Date: October 2002, Bridge Improvement Cost: $60,000, Roadway Improvement Cost: $15,000, Total Project Cost: $75,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 4500188, Location: 0.8 km 0NE OF MICHIGAN (Lat: 41.655208, Lng: -87.459194), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 11.79m (38.68ft), Average Daily Traffic: 3,165 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 4,700 (year 2026), Design Load: HS 20, Features Intersected: INDIANA HARBOR CANAL, Facility Carried by Structure: DICKEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 3.9m (12.8ft), Horizontal Clearance: 36.5m (119.8ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 49.9m (163.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Underwater Inspection Date: August 2004, Other Special Inspection Date: September 2006, Deck Structure Type: Open Grating Find on map >>
Structure Number: 312, Location: 1.6 km E US 20 (Lat: 41.640000, Lng: -87.461667), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 4,845 (year 2004), Truck Traffic: 5%, Features Intersected: KENNEDY AVENUE, Facility Carried by Structure: US 12 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft) Find on map >>
Structure Number: 313, Location: 1.9 km E US 20 (Lat: 41.640000, Lng: -87.458333), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 29.96m (98.29ft), Average Daily Traffic: 118 (year 2004), Truck Traffic: 5%, Features Intersected: EJ&E, CONRAIL, CAREY ST., Facility Carried by Structure: US 12 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.8m (143.7ft) Find on map >>
Structure Number: 315, Location: 1.3 km W SR 912 (Lat: 41.640000, Lng: -87.443333), Route carried "under" structure: US 12, Year Built: 1968, Structure Length: 16.64m (54.59ft), Average Daily Traffic: 14,763 (year 2004), Truck Traffic: 5%, Features Intersected: US 12, Facility Carried by Structure: PEDESTRIAN WALK Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 11.456, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft) Find on map >>
Structure Number: 5195, Location: 0 km E I-90 (Lat: 41.613333, Lng: -87.481667), Route carried "under" structure: US 20, Year Built: 1956, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 26,356 (year 2004), Truck Traffic: 5%, Features Intersected: US 20, Facility Carried by Structure: NICTD RR Minimum Vertical Clearance: 4.41m (14.47ft), Kilometerpoint: 11.295, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.0m (114.8ft) Find on map >>
Structure Number: 33026, Location: 0.3 km E US 12 (Lat: 41.653333, Lng: -87.475000), Route carried "under" structure: Ramp State highway 912, Year Built: 1983, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 7,802 (year 2004), Truck Traffic: 5%, Features Intersected: RILEY ROAD & RAMP C, Facility Carried by Structure: RAMP D - EB Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 3.958, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.4m (194.9ft) Find on map >>
Structure Number: 33027, Location: 1.1 km E US 12 (Lat: 41.653333, Lng: -87.470000), Route carried "under" structure: Ramp State highway 912, Year Built: 1983, Structure Length: 45.14m (148.10ft), Average Daily Traffic: 6,845 (year 2004), Truck Traffic: 5%, Features Intersected: RILEY ROAD, RAMP D, Facility Carried by Structure: RAMP C - EB Minimum Vertical Clearance: 6.32m (20.73ft), Kilometerpoint: 4.778, Lanes on structure: 1, Lanes under structure: 5, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 54.8m (179.8ft) Discuss this city on our hugely popular Indiana forum Back to: East Chicago, IN, Indiana, All US cities.
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