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

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Structure Number: 1948,  Location: 02.31 N US 30 (Lat: 41.504481,  Lng: -87.336019),  Route carried "on" structure: State highway 53,  Year Built: 1984,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 29,702 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 48,000 (year 2030),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.523,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 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: 37.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Underwater 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: 1988,  Location: 01.92 N US 30 (Lat: 41.498750,  Lng: -87.365061),  Route carried "on" structure: State highway 55,  Year Built: 1993,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 19,257 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,133 (year 2029),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.272,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 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: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum 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: 38531,  Location: 02.50 S US 30 (Lat: 41.434969,  Lng: -87.321511),  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 4,100 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,700 (year 2028),  Design Load: HL 93,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: E 101ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 51.8 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: 39.9 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 38535,  Location: 01.70 S US 30 (Lat: 41.449050,  Lng: -87.321533),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 8,998 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,370 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: 93RD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3854,  Location: 05.38 N US 231 (Lat: 41.471161,  Lng: -87.323897),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 50,976 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,543 (year 2030),  Design Load: HS 20,  Features Intersected: US 30 EB/WB, CD, RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.651,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 42.1 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3855,  Location: 05.38 N US 231 (Lat: 41.471119,  Lng: -87.324197),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 50,976 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,543 (year 2030),  Design Load: HS 20,  Features Intersected: US 30 EB/WB, 2 CD, RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 405.651,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 39.2 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: 30.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3858,  Location: 00.94 N US 30 (Lat: 41.484719,  Lng: -87.321350),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 13,255 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,676 (year 2030),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: 73RD AVENUE
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: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 39.2 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: 23.0 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Other Special Inspection Date: August 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3859,  Location: 01.85 N US 30 (Lat: 41.497731,  Lng: -87.319669),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 50,976 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 101,543 (year 2030),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.629,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.4m (63.6ft)

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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 386,  Location: 01.85 N US 30 (Lat: 41.497761,  Lng: -87.319908),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 50,976 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 101,543 (year 2030),  Design Load: HS 20,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 408.629,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 3861,  Location: 02.51 N US 30 (Lat: 41.507389,  Lng: -87.319811),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 33,869 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 47,722 (year 2030),  Design Load: HS 20,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: 61ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.0m (111.5ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.9 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: 29.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3862,  Location: 02.70 N US 30 (Lat: 41.510036,  Lng: -87.319650),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 56,252 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 112,054 (year 2030),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.996,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 31 degrees,  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: 32.4m (106.3ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3863,  Location: 02.70 N US 30 (Lat: 41.510081,  Lng: -87.319900),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 56,252 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 112,054 (year 2030),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.996,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 1 degrees,  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: 18.7m (61.4ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 38633,  Location: 02.70 N US 30 (Lat: 41.510150,  Lng: -87.320261),  Route carried "on" structure: Ramp Interstate 65,  Year Built: 2000,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,291 (year 2004),  Truck Traffic: 19%,  Average Future Daily Traffic: 6,555 (year 2030),  Design Load: HS 20,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.996,  Lanes on structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4500031,  Location: 01.00 W of GIBSON ST. (Lat: 41.383689,  Lng: -87.288331),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 5 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 7 (year 2040),  Design Load: HS 20,  Features Intersected: NILES DITCH,  Facility Carried by Structure: 129TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 2.1m (6.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 4500038,  Location: 00.00 Int of COUNTY LINE (Lat: 41.476261,  Lng: -87.220047),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Posted for load,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 9,563 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,387 (year 2038),  Features Intersected: DEEP RIVER,  Facility Carried by Structure: OLD LINCOLN HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $292,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $331,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 4500092,  Location: 00.30 N of 97th Ave (Lat: 41.446989,  Lng: -87.277569),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 320 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 390 (year 2041),  Design Load: HS 20,  Features Intersected: DEEP RIVER,  Facility Carried by Structure: CLAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.3m (20.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 26.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,488,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $1,532,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4500094,  Location: 00.60 S of US 30 (Lat: 41.459631,  Lng: -87.239119),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 6,060 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,395 (year 2038),  Design Load: HS 20,  Features Intersected: DEEP RIVER,  Facility Carried by Structure: RANDOLPH 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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.38m (7.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $166,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4500095,  Location: 00.60 E SR 53 (Lat: 41.507319,  Lng: -87.323722),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 22,387 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,317 (year 2038),  Design Load: HS 20,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: 61ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $405,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 4500105,  Location: 00.90 N. of 73rd Ave (Lat: 41.499061,  Lng: -87.379569),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,973 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,408 (year 2038),  Features Intersected: TURKEY CREEK DITCH,  Facility Carried by Structure: HENDRICKS 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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  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: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Other

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Structure Number: 4500219,  Location: 00.20 N 93RD AVE (Lat: 41.452419,  Lng: -87.258392),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,601 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,954 (year 2038),  Design Load: HS 20,  Features Intersected: DEEP RIVER,  Facility Carried by Structure: GRAND BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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: 4500222,  Location: 00.20 W. of SR 53 (Lat: 41.491669,  Lng: -87.340003),  Route carried "on" structure: Alternate City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 5,943 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,398 (year 2038),  Design Load: HL 93,  Features Intersected: BRANCH OF TURKEY CREEK,  Facility Carried by Structure: 68TH PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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: 450023,  Location: 00.66 E. of SR 912 (Lat: 41.636731,  Lng: -87.422381),  Route carried "on" structure: City street ,  Year Built: 2015,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 7,880 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,412 (year 2040),  Design Load: HS 20,  Features Intersected: CSX/NS RR,  Facility Carried by Structure: BUFFINGTON HRBR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.5m (159.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior 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: 4500235,  Location: 00.70 W COLORADO (Lat: 41.434731,  Lng: -87.312189),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 3,896 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,754 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: DEEP RIVER,  Facility Carried by Structure: 101ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  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: 38531,  Location: 02.50 S US 30 (Lat: 41.434969,  Lng: -87.321511),  Route carried "under" structure: Interstate 65,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 27,450 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 NB,  Facility Carried by Structure: E 101ST AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 401.628,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 38531,  Location: 02.50 S US 30 (Lat: 41.434969,  Lng: -87.321511),  Route carried "under" structure: Interstate 65,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 27,450 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 SB,  Facility Carried by Structure: E 101ST AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 401.628,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 38535,  Location: 01.70 S US-30 (Lat: 41.449050,  Lng: -87.321533),  Route carried "under" structure: Interstate 65,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,450 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: 93RD AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 402.915,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 38535,  Location: 01.70 S US-30 (Lat: 41.449050,  Lng: -87.321533),  Route carried "under" structure: Interstate 65,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 27,450 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: 93RD AVENUE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 402.915,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 3854,  Location: 05.38 N US-231 (Lat: 41.471161,  Lng: -87.323897),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,220 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 EBL,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.220,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3854,  Location: 05.38 N US-231 (Lat: 41.471161,  Lng: -87.323897),  Route carried "under" structure: Ramp US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 WBL CD/RAMP,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.220,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3854,  Location: 05.38 N US-231 (Lat: 41.471161,  Lng: -87.323897),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,220 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 WBL,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.220,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3854,  Location: 05.38 N US-231 (Lat: 41.471161,  Lng: -87.323897),  Route carried "under" structure: Ramp US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 EBL CD/RAMP,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.220,  Lanes on structure: 5,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3855,  Location: 05.38 N US-231 (Lat: 41.471119,  Lng: -87.324197),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 EBL CD/RAMP,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.204,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3855,  Location: 05.38 N US-231 (Lat: 41.471119,  Lng: -87.324197),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,220 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 EBL,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.204,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3855,  Location: 05.38 N US-231 (Lat: 41.471119,  Lng: -87.324197),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 WBL CD/RAMP,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.204,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3855,  Location: 05.38 N US-231 (Lat: 41.471119,  Lng: -87.324197),  Route carried "under" structure: US 30,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 30,220 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-30 WBL,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 17.204,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 3858,  Location: 00.94 N US 30 (Lat: 41.484719,  Lng: -87.321358),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 49,305 (year 2014),  Truck Traffic: 15%,  Features Intersected: I-65 NB,  Facility Carried by Structure: 73RD AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 407.164,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 3858,  Location: 00.94 N US 30 (Lat: 41.484719,  Lng: -87.321358),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 49,305 (year 2014),  Truck Traffic: 15%,  Features Intersected: I-65 SB,  Facility Carried by Structure: 73RD AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 407.164,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 3861,  Location: 02.51 N US-30 (Lat: 41.507389,  Lng: -87.319817),  Route carried "under" structure: Interstate 65,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: 61ST AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 409.691,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 34.0m (111.5ft)

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Structure Number: 3861,  Location: 02.51 N US-30 (Lat: 41.507389,  Lng: -87.319817),  Route carried "under" structure: Interstate 65,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 51,000 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: 61ST AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 409.691,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 34.0m (111.5ft)