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

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Structure Number: 46462,  Location: 02.31 E US 12 (Lat: 41.608111,  Lng: -87.349800),  Route carried "on" structure: Interstate 90,  Year Built: 2011,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 20,900 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,578 (year 2031),  Design Load: HS 20,  Features Intersected: GRAND CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.306,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46472,  Location: 02.31 E US 12 (Lat: 41.608211,  Lng: -87.349547),  Route carried "on" structure: Interstate 90,  Year Built: 2011,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 20,900 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,578 (year 2031),  Design Load: HS 20,  Features Intersected: GRAND CALUMET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.306,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4648,  Location: 01.70 W US 12 (Lat: 41.604450,  Lng: -87.333458),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 120.64m (395.80ft),  Average Daily Traffic: 17,626 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: SR 53, VIRGINIA, EJ&E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.400,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 75,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4649,  Location: 01.70 W US 12 (Lat: 41.604561,  Lng: -87.333428),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 120.64m (395.80ft),  Average Daily Traffic: 17,626 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: SR 53, VIRGINIA, EJ&E RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.400,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 75,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 465,  Location: 00.90 W US 12 (Lat: 41.603039,  Lng: -87.322211),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 20,860 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: TENNESSEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.687,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4651,  Location: 00.90 W US 12 (Lat: 41.603169,  Lng: -87.322219),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 20,860 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: TENNESSEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.687,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46527,  Location: 04.67 E US 12 (Lat: 41.599011,  Lng: -87.306747),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 41,720 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: TAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.104,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4653,  Location: 04.69 E US 12 (Lat: 41.597939,  Lng: -87.306289),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 20,860 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: US 12/20, 2 RR, ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.136,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4654,  Location: 04.69 E US 12 (Lat: 41.597869,  Lng: -87.305939),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 15.73m (51.61ft),  Average Daily Traffic: 20,860 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: US 12/20, 2 RR, ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.136,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4655,  Location: 00.15 E US 12 (Lat: 41.596281,  Lng: -87.303444),  Route carried "on" structure: Ramp US 12,  Year Built: 2003,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,141 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 8,092 (year 2031),  Design Load: HS 20,  Features Intersected: US 12 US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.377,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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: July 2021,  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: 4656,  Location: 00.29 E US 12 (Lat: 41.594389,  Lng: -87.303528),  Route carried "on" structure: Ramp US 12,  Year Built: 2003,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,500 (year 2011),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,247 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 TO I-65 RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.635,  Lanes on structure: 3,  Lanes under structure: 1,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.6m (90.6ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4657,  Location: 00.29 E US 12 (Lat: 41.594539,  Lng: -87.305358),  Route carried "on" structure: Interstate 90,  Year Built: 2002,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 20,860 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: I-65 RAMPS G & H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.602,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4658,  Location: 00.29 E US 12 (Lat: 41.594531,  Lng: -87.305122),  Route carried "on" structure: Interstate 90,  Year Built: 2002,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 20,860 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 42,341 (year 2031),  Design Load: HS 20,  Features Intersected: I-65 RAMPS G & H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.602,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 46582,  Location: 00.26 S US 12 (Lat: 41.594289,  Lng: -87.306839),  Route carried "on" structure: US 12,  Year Built: 2003,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 11,065 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 98,830 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 TO I-65 RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 420.473,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4659,  Location: 00.66 E US 12 (Lat: 41.589281,  Lng: -87.304161),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 2003,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 6,340 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,945 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB, RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.198,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 466,  Location: 00.83 E US 12 (Lat: 41.587381,  Lng: -87.302583),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 7,044 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,302 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: 15TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4661,  Location: 01.82 E US 12 (Lat: 41.587700,  Lng: -87.285089),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 7,044 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,469 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: 15TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4662,  Location: 02.00 W SR 51 (Lat: 41.588781,  Lng: -87.278747),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 19,440 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 55,964 (year 2031),  Design Load: HS 20,  Features Intersected: CLAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.612,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 2021,  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: 4663,  Location: 02.00 W SR 51 (Lat: 41.588961,  Lng: -87.278739),  Route carried "on" structure: Interstate 90,  Year Built: 2004,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 19,440 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 55,964 (year 2031),  Design Load: HS 20,  Features Intersected: CLAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.612,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 98.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: July 2021,  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: 4665,  Location: 00.24 W SR 51 (Lat: 41.592089,  Lng: -87.248483),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 24,234 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 55,964 (year 2031),  Design Load: HS 20,  Features Intersected: HOBART ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.155,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4667,  Location: 04.06 E US 12 (Lat: 41.592881,  Lng: -87.240500),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 19,440 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 55,964 (year 2031),  Design Load: HS 20,  Features Intersected: SR 51/RIPLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.670,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4668,  Location: 04.06 E US 12 (Lat: 41.593150,  Lng: -87.240525),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 19,440 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 55,964 (year 2031),  Design Load: HS 20,  Features Intersected: SR 51/RIPLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.670,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Other Special Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4669,  Location: 00.36 E SR 51 (Lat: 41.592689,  Lng: -87.232544),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 14.30m (46.92ft),  Average Daily Traffic: 8,480 (year 2009),  Truck Traffic: 48%,  Average Future Daily Traffic: 12,029 (year 2031),  Design Load: HS 20,  Features Intersected: I-90, RAMP D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.249,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 467,  Location: 00.38 E SR 51 (Lat: 41.593031,  Lng: -87.233361),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1956,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 5,780 (year 2014),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,945 (year 2031),  Design Load: HS 20,  Features Intersected: I-90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.281,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  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: 4671,  Location: 00.17 W I-94 (Lat: 41.591019,  Lng: -87.227219),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 17,335 (year 2014),  Truck Traffic: 24%,  Average Future Daily Traffic: 29,977 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BURNS DITCH/DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.005,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4672,  Location: 00.17 W I-94 (Lat: 41.591128,  Lng: -87.226692),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 17,335 (year 2014),  Truck Traffic: 24%,  Average Future Daily Traffic: 29,977 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BURNS DITCH/DEEP RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.005,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 60252,  Location: 00.50 N US 12/US 20 WB (Lat: 41.607100,  Lng: -87.353350),  Route carried "on" structure: Ramp City street ,  Year Built: 1950,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 6,343 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 25,000 (year 2030),  Design Load: H 20,  Features Intersected: GRAND CALUMET RIVER,  Facility Carried by Structure: BUCHANAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Private,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.47m (17.95ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: March 2022,  Underwater Inspection Date: July 2018,  Other Special Inspection Date: November 2018,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $1,100,000 ( Estimate for 2015),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 76504,  Location: 01.75 E US 12 (Lat: 41.609131,  Lng: -87.360292),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 2008,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 1,640 (year 2015),  Truck Traffic: 21%,  Average Future Daily Traffic: 6,489 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 WB/EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.404,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76516,  Location: 00.93 E SR 53 (Lat: 41.567369,  Lng: -87.318600),  Route carried "on" structure: Alternate City street ,  Year Built: 2004,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 3,723 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,605 (year 2030),  Design Load: HS 20,  Features Intersected: I-80 EB/WB, I-80 W RAMP,  Facility Carried by Structure: MARTIN LUTHER KING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.9m (153.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.1m (75.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76518,  Location: 01.00 W SR 53 (Lat: 41.569031,  Lng: -87.356103),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 31,721 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 21,110 (year 2028),  Design Load: HS 20,  Features Intersected: I-80/I-94 EB/WB, 2 CD,  Facility Carried by Structure: GRANT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.4m (129.3ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: April 2020,  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: 7652,  Location: 02.40 S US 12 (Lat: 41.567500,  Lng: -87.336686),  Route carried "on" structure: State highway 53,  Year Built: 2004,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 7.75m (25.43ft),  Average Daily Traffic: 29,764 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,700 (year 2040),  Design Load: HS 20,  Features Intersected: I-80/I-94 EB/WB, 2 CD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.475,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 76746,  Location: 06.39 N US 30 (Lat: 41.562231,  Lng: -87.307731),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 2009,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 3,200 (year 2008),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,600 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: RAMP I-80/94 E TO I-65 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.935,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.9m (150.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 76748,  Location: 06.54 N US 30 (Lat: 41.563811,  Lng: -87.305631),  Route carried "on" structure: Interstate 65,  Year Built: 2009,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 45,000 (year 2008),  Truck Traffic: 34%,  Average Future Daily Traffic: 64,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: CFE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.176,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  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: 7675,  Location: 06.45 N US 30 (Lat: 41.562461,  Lng: -87.306769),  Route carried "on" structure: Interstate 65,  Year Built: 2009,  Status: Open,  Structure Length: 7.81m (25.62ft),  Average Daily Traffic: 20,000 (year 2008),  Truck Traffic: 26%,  Average Future Daily Traffic: 30,000 (year 2028),  Design Load: HS 20,  Features Intersected: I-65 NB TO I-80/I-94 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.032,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 75.7m (248.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Other Special Inspection Date: August 2018,  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: 76752,  Location: 06.45 N US 30 (Lat: 41.562669,  Lng: -87.306839),  Route carried "on" structure: Interstate 65,  Year Built: 2009,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 23,000 (year 2008),  Truck Traffic: 26%,  Average Future Daily Traffic: 35,000 (year 2028),  Design Load: HS 20,  Features Intersected: I-65 NB TO I-80/I-94 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 417.142,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 72.3m (237.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Other Special Inspection Date: August 2018,  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: 76754,  Location: 01.18 E SR 53 (Lat: 41.567250,  Lng: -87.313850),  Route carried "on" structure: Interstate 80,  Year Built: 2010,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 80,363 (year 2015),  Truck Traffic: 25%,  Average Future Daily Traffic: 163,000 (year 2028),  Design Load: HS 20,  Features Intersected: I-65 NB TO I-80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.815,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 76756,  Location: 01.18 E SR 53 (Lat: 41.567439,  Lng: -87.314111),  Route carried "on" structure: Interstate 80,  Year Built: 2010,  Status: Open,  Structure Length: 5.90m (19.36ft),  Average Daily Traffic: 80,363 (year 2014),  Truck Traffic: 25%,  Average Future Daily Traffic: 163,000 (year 2028),  Design Load: HS 20,  Features Intersected: I-65 NB TO I-80 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.815,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 76758,  Location: 00.57 W I-65 (Lat: 41.567331,  Lng: -87.311869),  Route carried "on" structure: Interstate 80,  Year Built: 2009,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 55,000 (year 2008),  Truck Traffic: 25%,  Average Future Daily Traffic: 80,000 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: CFE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.992,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing