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

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Structure Number: 63,  Location: 02.28 E SR 49 (Lat: 41.485811,  Lng: -86.988339),  Route carried "on" structure: State highway 2,  Year Built: 1988,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,785 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,603 (year 2030),  Design Load: HS 20,  Features Intersected: HUTTON DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.679,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 635,  Location: 03.32 E SR 49 (Lat: 41.493939,  Lng: -86.972411),  Route carried "on" structure: State highway 2,  Year Built: 1990,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 5,785 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,603 (year 2030),  Features Intersected: W BRANCH CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.500,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 97.2 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: 97.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 17976,  Location: 00.50 S US 30 (Lat: 41.446661,  Lng: -87.026850),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 6,297 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,999 (year 2030),  Design Load: HS 20,  Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.041,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 28.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable 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: 17977,  Location: 00.50 S US 30 (Lat: 41.446761,  Lng: -87.027167),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 6,297 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,999 (year 2030),  Design Load: HS 20,  Features Intersected: N&S RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.041,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.2 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: 28.5 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable 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: 17978,  Location: 00.21 S US 30 (Lat: 41.450781,  Lng: -87.026711),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 5,677 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,793 (year 2030),  Design Load: HS 20,  Features Intersected: COMFORD ROAD, CFE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.508,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.3 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: 28.2 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,  Length Of Structure Improvement: 7.19m (23.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $500,000,  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: 17979,  Location: 00.21 S US 30 (Lat: 41.450869,  Lng: -87.027089),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 7,864 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 8,793 (year 2029),  Design Load: HS 20,  Features Intersected: COMFORD ROAD, CFE RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.508,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.6 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: 28.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 1798,  Location: 01.13 S SR 2 (Lat: 41.453731,  Lng: -87.026619),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 5,677 (year 1999),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,635 (year 2030),  Design Load: HS 20,  Features Intersected: US 30 EB/WB, SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.402,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 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: 32.3m (106.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 17981,  Location: 01.13 S SR 2 (Lat: 41.453961,  Lng: -87.027011),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 5,677 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,635 (year 2030),  Design Load: HS 20,  Features Intersected: US 30 EB/WB, SR 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.846,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 4 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: 32.3m (106.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 17982,  Location: 01.13 N US 30 (Lat: 41.469550,  Lng: -87.021569),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 11,711 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,500 (year 2030),  Design Load: HL 93,  Features Intersected: SR 2 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.221,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 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: 40.5m (132.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.2 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: 48.6 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 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: 17983,  Location: 01.13 N US 30 (Lat: 41.469550,  Lng: -87.021881),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,491 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,585 (year 2035),  Design Load: HS 20,  Features Intersected: SR 2 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.221,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 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: 40.5m (132.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.9 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: 47.6 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: 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,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 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: 17985,  Location: 00.45 N SR 2 (Lat: 41.476489,  Lng: -87.020219),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 11,711 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,500 (year 2030),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.945,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  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: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Other Special Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17986,  Location: 00.45 N SR 2 (Lat: 41.476461,  Lng: -87.020539),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 11,711 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,500 (year 2030),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.945,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  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: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Other Special Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 17988,  Location: 00.56 N SR 2 (Lat: 41.478161,  Lng: -87.020219),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 11,711 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,500 (year 2030),  Design Load: HS 20,  Features Intersected: CR 300 N/EVANS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 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: 17989,  Location: 00.56 N SR 2 (Lat: 41.478150,  Lng: -87.020539),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 11,711 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,500 (year 2030),  Design Load: HS 20,  Features Intersected: CR 300 N/EVANS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.122,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: 26.2m (86.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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 12 months,  Inspection Date: October 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: 17992,  Location: 01.02 S US 6 (Lat: 41.538019,  Lng: -87.036939),  Route carried "on" structure: County highway ,  Year Built: 1984,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 4,664 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,652 (year 2030),  Design Load: HS 20,  Features Intersected: SR 49,  Facility Carried by Structure: CALUMET AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 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: 30.1m (98.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 28.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Other Special Inspection Date: June 2020,  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: 79664,  Location: 01.57 N SR 2 (Lat: 41.492761,  Lng: -87.021431),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 7,330 (year 2011),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,850 (year 2030),  Design Load: HL 93,  Features Intersected: SR 49 NB/SB,  Facility Carried by Structure: CR 400 N/VALE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Inspection Date: November 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: 79666,  Location: 01.94 N SR 2 (Lat: 41.496589,  Lng: -87.022389),  Route carried "on" structure: State highway 49,  Year Built: 1987,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 27,740 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 37,230 (year 2030),  Design Load: HL 93,  Features Intersected: UNT W BR CROOKED CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.343,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 6400001,  Location: 00.40 W CR 575 E (Lat: 41.434311,  Lng: -86.961983),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 190 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 360 (year 2038),  Features Intersected: HUTTON DITCH,  Facility Carried by Structure: DIVISION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $745,000,  Roadway Improvement Cost: $247,000,  Total Project Cost: $1,190,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400002,  Location: 00.20 W CR 550 E (Lat: 41.419681,  Lng: -86.963042),  Route carried "on" structure: Alternate County highway 38,  Year Built: 1991,  Status: Open,  Structure Length: 2.00m (6.56ft),  Average Daily Traffic: 240 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 450 (year 2038),  Features Intersected: HUTTON DITCH,  Facility Carried by Structure: CR 100S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400003,  Location: 00.10 W CR 450 E (Lat: 41.419750,  Lng: -86.980994),  Route carried "on" structure: Alternate County highway 38,  Year Built: 1930,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 240 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 450 (year 2038),  Features Intersected: KOSELKI DITCH,  Facility Carried by Structure: CR 100S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400004,  Location: 01.10 E CR 325 E (Lat: 41.405219,  Lng: -86.983428),  Route carried "on" structure: Alternate County highway 32,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 140 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 260 (year 2038),  Features Intersected: KOSELKI DITCH,  Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6400005,  Location: 00.30 W CR 550 E (Lat: 41.405139,  Lng: -86.963967),  Route carried "on" structure: Alternate County highway 32,  Year Built: 1930,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 140 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 260 (year 2038),  Design Load: HS 20,  Features Intersected: HUTTON DITCH,  Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6400011,  Location: 00.20 E SR 49 (Lat: 41.390750,  Lng: -86.983514),  Route carried "on" structure: Alternate County highway 30,  Year Built: 1930,  Year Reconstructed: 1999,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 430 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 810 (year 2038),  Design Load: HS 20,  Features Intersected: KOSELKI DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 17.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6400012,  Location: 00.10 E CR 525 E (Lat: 41.390669,  Lng: -86.962342),  Route carried "on" structure: Alternate County highway 30,  Year Built: 1930,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 440 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 830 (year 2038),  Design Load: HS 20,  Features Intersected: CROOKED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 60.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $726,000,  Roadway Improvement Cost: $278,000,  Total Project Cost: $1,204,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400069,  Location: 01.00 E CR 450 E (Lat: 41.456131,  Lng: -86.961014),  Route carried "on" structure: Alternate County highway 168,  Year Built: 1970,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 570 (year 2038),  Design Load: HS 20,  Features Intersected: HUTTON DITCH,  Facility Carried by Structure: CR 150N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400073,  Location: 00.20 E JCT SR 2 (Lat: 41.492689,  Lng: -86.971856),  Route carried "on" structure: Alternate County highway 190,  Year Built: 1972,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,230 (year 2038),  Design Load: HS 20,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 32.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400074,  Location: 01.00 E CR 450 E (Lat: 41.463469,  Lng: -86.959297),  Route carried "on" structure: Alternate County highway 46,  Year Built: 1970,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 240 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 450 (year 2038),  Design Load: HS 20,  Features Intersected: HUTTON DITCH,  Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to 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,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 6400103,  Location: 01.00 SW JCT US 6 (Lat: 41.542069,  Lng: -87.003472),  Route carried "on" structure: Alternate County highway 61,  Year Built: 1940,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 170 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 320 (year 2038),  Design Load: H 20,  Features Intersected: KOSELKI DITCH,  Facility Carried by Structure: CR 350E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400116,  Location: 00.30 W WASHINGTON ST (Lat: 41.461431,  Lng: -87.067489),  Route carried "on" structure: Alternate City street ,  Year Built: 1971,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 2,550 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,820 (year 2038),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400123,  Location: 00.40 W JCT SR 130 (Lat: 41.468689,  Lng: -87.079436),  Route carried "on" structure: Alternate City street ,  Year Built: 1921,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 7,750 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,650 (year 2038),  Features Intersected: SALT CREEK,  Facility Carried by Structure: JOLIET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400125,  Location: 00.10 W CR 500 E (Lat: 41.519661,  Lng: -86.969200),  Route carried "on" structure: Alternate County highway 67,  Year Built: 1996,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 1,480 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,800 (year 2038),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.6m (100.4ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 32.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 6400127,  Location: 00.10 W SR 130 (Lat: 41.469781,  Lng: -87.072850),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.83m (12.57ft),  Average Daily Traffic: 8,090 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,290 (year 2038),  Features Intersected: CHICAGO FT WAYNE EASTERN,  Facility Carried by Structure: JOLIET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 32.7 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6400128,  Location: 00.10 S HARRISON BLVD (Lat: 41.478150,  Lng: -87.065903),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 11,050 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,880 (year 2038),  Design Load: HS 20,  Features Intersected: GRAND TRUNK & WESTERN RR,  Facility Carried by Structure: CAMPBELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.7 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 6400141,  Location: 00.20 E CR 325E (Lat: 41.492711,  Lng: -86.998047),  Route carried "on" structure: Alternate County highway 48,  Year Built: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,530 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,780 (year 2038),  Design Load: HS 20,  Features Intersected: HUTTON DITCH,  Facility Carried by Structure: CR 400N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400151,  Location: 00.20 N 400 NORTH (Lat: 41.493269,  Lng: -87.007911),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 390 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 740 (year 2038),  Design Load: HS 20,  Features Intersected: GARDEN TERRACE DITCH,  Facility Carried by Structure: MEADOWBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400158,  Location: 01.10 S JCT SR 130 (Lat: 41.478111,  Lng: -87.114250),  Route carried "on" structure: Alternate County highway 33,  Year Built: 2011,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 6,850 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,950 (year 2038),  Design Load: HL 93,  Features Intersected: SALT CREEK,  Facility Carried by Structure: CR 250W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 32.7 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: Equal to present desirable 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: May 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: 640017,  Location: 0.2 MILES E OF S.R. 49 (Lat: 41.390789,  Lng: -87.021058),  Route carried "on" structure: Alternate County highway 30,  Year Built: 2016,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 970 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,830 (year 2038),  Design Load: HL 93,  Features Intersected: AHLGRIM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 817,  Location: 00.58 E SR 2 (Lat: 41.457050,  Lng: -87.053025),  Route carried "under" structure: US 30,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2013),  Truck Traffic: 10%,  Features Intersected: US 30 WB,  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 14.178,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 817,  Location: 00.58 E SR 2 (Lat: 41.457050,  Lng: -87.053025),  Route carried "under" structure: US 30,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2013),  Truck Traffic: 10%,  Features Intersected: US 30 EB,  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 14.178,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.9m (55.4ft)

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Structure Number: 818,  Location: 00.72 W SR 130 (Lat: 41.457939,  Lng: -87.049989),  Route carried "under" structure: US 30,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 14,250 (year 2004),  Truck Traffic: 10%,  Features Intersected: US 30 EB,  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.468,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.7m (38.4ft)

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Structure Number: 818,  Location: 00.72 W SR 130 (Lat: 41.457939,  Lng: -87.049989),  Route carried "under" structure: US 30,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 14,250 (year 2004),  Truck Traffic: 10%,  Features Intersected: US 30 WB,  Facility Carried by Structure: N&S RR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 14.468,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.7m (38.4ft)

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Structure Number: 17978,  Location: 00.21 S US-30 (Lat: 41.450781,  Lng: -87.026717),  Route carried "under" structure: County highway ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 208 (year 2004),  Truck Traffic: 5%,  Features Intersected: COMFORD ROAD,  Facility Carried by Structure: SR 49 NB
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)