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

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Structure Number: 327,  Location: 0.3 km E US 35 (Lat: 41.721667,  Lng: -86.896667),  Route carried "on" structure: US 12,  Year Built: 1991,  Status: Open,  Structure Length: 18.50m (60.70ft),  Average Daily Traffic: 12,236 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,241 (year 2026),  Design Load: HS 20,  Features Intersected: TRAIL CREEK, CITY ST &RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.845,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 22 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.6m (11.8ft), Horizontal Clearance: 24.3m (79.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.5m (169.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 529,  Location: 1.1 km E SR 212 (Lat: 41.695000,  Lng: -86.815000),  Route carried "on" structure: US 20,  Year Built: 1924,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20,607 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,034 (year 2026),  Design Load: H 20,  Features Intersected: EAST BR. TRAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.683,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.21m (3.97ft),  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

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Structure Number: 1142,  Location: 2.4 km N SR 212 (Lat: 41.706667,  Lng: -86.856667),  Route carried "on" structure: US 35,  Year Built: 1958,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 18,393 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,915 (year 2026),  Design Load: HS 20,  Features Intersected: TRAIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.109,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable 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

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Structure Number: 288,  Location: 0.2 km W US 20 (Lat: 41.698333,  Lng: -86.828333),  Route carried "on" structure: State highway 212,  Year Built: 1986,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 13,486 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,003 (year 2026),  Design Load: HS 20,  Features Intersected: US 35 & US 20 WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2881,  Location: 1.6 km N US 20 (Lat: 41.715000,  Lng: -86.826667),  Route carried "on" structure: State highway 212,  Year Built: 1972,  Year Reconstructed: 1997,  Status: Closed,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 13,486 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,003 (year 2026),  Design Load: HS 20,  Features Intersected: CSS & SB RR (NICTD RR)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.898,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 22.7m (74.5ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Poor,  Superstructure: Serious,  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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Other Special Inspection Date: January 2008,  Bridge Improvement Cost: $2,100,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $2,400,000 ( Estimate for 2009),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4600001,  Location: 0.3 km S OF US 20 (Lat: 41.686006,  Lng: -86.844567),  Route carried "on" structure: Alternate City street ,  Year Built: 1935,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,836 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,728 (year 2026),  Design Load: HS 20,  Features Intersected: TRAIL CREEK,  Facility Carried by Structure: BLECK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4600009,  Location: 0.1 km S OF CR 40N (Lat: 41.664061,  Lng: -86.869894),  Route carried "on" structure: Alternate City street ,  Year Built: 1946,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 123 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 183 (year 2026),  Design Load: HS 20,  Features Intersected: WEST BRANCH TRAIL CREEK,  Facility Carried by Structure: CR 875 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4600136,  Location: 0.3 km S OF SR 35 (Lat: 41.691594,  Lng: -86.833006),  Route carried "on" structure: Alternate City street ,  Year Built: 1938,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,746 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,594 (year 2026),  Design Load: HS 20,  Features Intersected: EAST BRANCH OF TRAIL CR.,  Facility Carried by Structure: CR 600 W
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 460014,  Location: 0.4 km E OF ROESKE (Lat: 41.716669,  Lng: -86.859869),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 6,059 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,003 (year 2026),  Design Load: HS 20,  Features Intersected: TRAIL CREEK,  Facility Carried by Structure: SPRINGLAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4600141,  Location: 0.1 km N OF 8TH ST. (Lat: 41.717075,  Lng: -86.889242),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 2,996 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,452 (year 2026),  Design Load: HS 20,  Features Intersected: TRAIL CREEK,  Facility Carried by Structure: E STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4600143,  Location: 0 km WASHINGTON PARK ENTR (Lat: 41.722792,  Lng: -86.904589),  Route carried "on" structure: City street ,  Year Built: 1932,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 13,739 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,415 (year 2026),  Features Intersected: TRAIL CREEK,  Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 36.5m (119.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.4m (181.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  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 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: November 2006,  Critical Feature Inspection Date: December 2006,  Underwater Inspection Date: November 2005,  Other Special Inspection Date: January 2007,  Deck Structure Type: Open Grating

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Structure Number: 4600155,  Location: 0.4 km S SPRINGLAND (Lat: 41.713303,  Lng: -86.864869),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 9.99m (32.78ft),  Average Daily Traffic: 2,466 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,664 (year 2026),  Design Load: HS 20,  Features Intersected: NICTD RAILROAD,  Facility Carried by Structure: ROESKE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4600162,  Location: 0.3 km S SPRINGLAND (Lat: 41.714575,  Lng: -86.855294),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,430 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,125 (year 2026),  Design Load: HS 20,  Features Intersected: BRANCH OF TRAIL CREEK,  Facility Carried by Structure: KARWICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006

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Structure Number: 4600164,  Location: 0.1 km S OF US 12 (Lat: 41.722769,  Lng: -86.875436),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 4,403 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,543 (year 2026),  Design Load: HS 20,  Features Intersected: TRAIL CREEK,  Facility Carried by Structure: LIBERTY TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 327,  Location: 0.3 km E US 35 (Lat: 41.721667,  Lng: -86.896667),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 18.50m (60.70ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 5%,  Features Intersected: TRAIL CREEK, CITY ST &RD,  Facility Carried by Structure: US 12
Minimum Vertical Clearance: 11.88m (38.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.5m (169.0ft)

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Structure Number: 1143,  Location: 2.8 km N US 20 (Lat: 41.706667,  Lng: -86.861667),  Route carried "under" structure: US 35,  Year Built: 1962,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 17,154 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 35,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 41.463,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 288,  Location: 0.2 km W US 20 (Lat: 41.698333,  Lng: -86.828333),  Route carried "under" structure: US 20,  Year Built: 1986,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 13,341 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 35 & US 20 WBL
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 38.632,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Frame,  Length of Maximum Span: 27.4m (89.9ft)