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

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Structure Number: 19801,  Location: 06.28 N SR 14 (Lat: 41.104431,  Lng: -87.333769),  Route carried "on" structure: State highway 55,  Year Built: 2013,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 710 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 890 (year 2032),  Design Load: HL 93,  Features Intersected: KNIGHT DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.510,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.1 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: 43.1 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 3816,  Location: 03.99 N SR 14 (Lat: 41.071131,  Lng: -87.270639),  Route carried "on" structure: Alternate County highway ,  Year Built: 1966,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 110 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 183 (year 2030),  Design Load: HS 20,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: CR 400 N/FAIR OAKS
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: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 60 months,  Inspection Date: May 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: 3817,  Location: 04.01 S SR 10 (Lat: 41.086381,  Lng: -87.267631),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 13,885 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,146 (year 2030),  Design Load: HS 20,  Features Intersected: KNIGHT ROAD/CR 500N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.086,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum 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: May 2021,  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: 3818,  Location: 04.01 S SR 10 (Lat: 41.086361,  Lng: -87.267961),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 13,885 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,146 (year 2030),  Design Load: HS 20,  Features Intersected: KNIGHT ROAD/CR 500N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.086,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  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: 3819,  Location: 03.92 S SR 10 (Lat: 41.087681,  Lng: -87.266869),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 13,885 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,146 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.231,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 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: 45.7 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: Equal to 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: May 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: 382,  Location: 03.92 S SR 10 (Lat: 41.087919,  Lng: -87.267089),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 13,885 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,146 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 362.231,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 45.0 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: 34.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 3821,  Location: 02.77 S SR 10 (Lat: 41.104069,  Lng: -87.265275),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 33,690 (year 2013),  Truck Traffic: 53%,  Average Future Daily Traffic: 45,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STOVER MAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.082,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.4 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: 32.7 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3822,  Location: 02.77 S SR 10 (Lat: 41.104089,  Lng: -87.265581),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 33,690 (year 2013),  Truck Traffic: 53%,  Average Future Daily Traffic: 45,400 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: STOVER MAIN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.082,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.4 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: 32.7 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: 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: May 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: 3823,  Location: 02.15 N SR 10 (Lat: 41.174181,  Lng: -87.277361),  Route carried "on" structure: County highway ,  Year Built: 1966,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 1,807 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,001 (year 2030),  Design Load: HS 20,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: THAYER ROAD
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: 9.6m (31.5ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.7m (77.8ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.6 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: 46.7 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: 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 2021,  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: 3824,  Location: 03.67 N SR 10 (Lat: 41.195500,  Lng: -87.284769),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 14,069 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,479 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.446,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $625,000,  Total Project Cost: $625,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3825,  Location: 03.67 N SR 10 (Lat: 41.195519,  Lng: -87.285111),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 14,069 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,479 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.446,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $625,000,  Total Project Cost: $625,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3826,  Location: 03.89 N SR 10 (Lat: 41.198781,  Lng: -87.284775),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 14,069 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,479 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: DEHAAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.800,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 43.1 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: 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: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3827,  Location: 03.89 N SR 10 (Lat: 41.198681,  Lng: -87.285081),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 14,069 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,479 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: DEHAAN DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.800,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.1 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: 33.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 38291,  Location: 04.82 N SR 10 (Lat: 41.211419,  Lng: -87.291061),  Route carried "on" structure: Interstate 65,  Year Built: 2018,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 18,482 (year 2015),  Truck Traffic: 49%,  Average Future Daily Traffic: 25,370 (year 2035),  Design Load: HL 93,  Features Intersected: KANKAKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 376.297,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 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: 48.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 3700117,  Location: 00.25 N OF CR 1300 N (Lat: 41.208961,  Lng: -87.256431),  Route carried "on" structure: County highway 11,  Year Built: 2002,  Status: Open,  Structure Length: 2.17m (7.12ft),  Average Daily Traffic: 202 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 288 (year 2032),  Design Load: HS 20,  Features Intersected: TAYLOR DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3700118,  Location: 00.00 N OF CR 1300 N (Lat: 41.203219,  Lng: -87.256369),  Route carried "on" structure: County highway 11,  Year Built: 1987,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 210 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2032),  Features Intersected: DEHAAN DITCH
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: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4500228,  Location: 00.20 S of 217th AVE (Lat: 41.218639,  Lng: -87.275900),  Route carried "on" structure: County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 948 (year 2019),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,169 (year 2040),  Design Load: HL 93,  Features Intersected: KANKAKEE RIVER,  Facility Carried by Structure: CLAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Navigation Control: Yes ( Vertical Clearance: 8.7m (28.5ft), Horizontal Clearance: 23.8m (78.1ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: August 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: 5600033,  Location: 0.3 MI S CR 800 N (Lat: 41.110581,  Lng: -87.352861),  Route carried "on" structure: County highway 51,  Year Built: 1991,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 143 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Features Intersected: MOFFITT DITCH,  Facility Carried by Structure: CR 200 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.66m (5.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $80,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $170,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 5600034,  Location: 0.1 MI S CR 800 N (Lat: 41.115361,  Lng: -87.352961),  Route carried "on" structure: County highway 51,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 143 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Features Intersected: KNIGHT DITCH,  Facility Carried by Structure: CR 200 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  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: 5600036,  Location: 0.8 MI N CR 1300 N (Lat: 41.199450,  Lng: -87.275769),  Route carried "on" structure: County highway 347,  Year Built: 1991,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 143 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Design Load: HS 20,  Features Intersected: DEHAAN DITCH,  Facility Carried by Structure: CR 600 E
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5600136,  Location: 0.0 MI INT CR 500 E (Lat: 41.188000,  Lng: -87.294961),  Route carried "on" structure: County highway 156,  Year Built: 1993,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 143 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 190 (year 2038),  Features Intersected: DEFRIES DITCH,  Facility Carried by Structure: CR 1300 N
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: 9.1m (29.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $140,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 291,  Location: 03.48 W SR 110 (Lat: 41.144469,  Lng: -87.265808),  Route carried "under" structure: Interstate 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,070 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 SB,  Facility Carried by Structure: SR 10
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 368.540,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 291,  Location: 03.48 W SR 110 (Lat: 41.144469,  Lng: -87.265808),  Route carried "under" structure: Interstate 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,070 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 NB,  Facility Carried by Structure: SR 10
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 368.540,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 3816,  Location: 03.99 N SR-14 (Lat: 41.071131,  Lng: -87.270644),  Route carried "under" structure: Interstate 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,890 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: CR 400N/FAIR OAKS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 360.380,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 3816,  Location: 03.99 N SR-14 (Lat: 41.071131,  Lng: -87.270644),  Route carried "under" structure: Interstate 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,389 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: CR 400N/FAIR OAKS
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 360.380,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 3817,  Location: 04.01 S SR-10 (Lat: 41.086381,  Lng: -87.267633),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: KNIGHT ROAD / CR 500 N,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 3818,  Location: 04.01 S SR-10 (Lat: 41.086361,  Lng: -87.267967),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: KNIGHT ROAD / CR 500 N,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 3823,  Location: 02.15 N SR-10 (Lat: 41.174181,  Lng: -87.277367),  Route carried "under" structure: Interstate 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,070 (year 2004),  Truck Traffic: 15%,  Features Intersected: I65 NBL,  Facility Carried by Structure: THAYER ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 372.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 3823,  Location: 02.15 N SR-10 (Lat: 41.174181,  Lng: -87.277367),  Route carried "under" structure: Interstate 65,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 14,070 (year 2004),  Truck Traffic: 15%,  Features Intersected: I65 SBL,  Facility Carried by Structure: THAYER ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 372.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)