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

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Structure Number: 1947,  Location: 01.93 N US 231 (Lat: 41.428481,  Lng: -87.335472),  Route carried "on" structure: State highway 53,  Year Built: 1996,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 15,088 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,259 (year 2030),  Design Load: HS 20,  Features Intersected: BEAVER DAM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.106,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.9 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1987,  Location: 01.40 N US 231 (Lat: 41.438161,  Lng: -87.364739),  Route carried "on" structure: State highway 55,  Year Built: 1985,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 24,373 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,342 (year 2030),  Design Load: HS 20,  Features Intersected: MAIN BEAVER DAM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.513,  Lanes on structure: 5,  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: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 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: 384,  Location: 03.58 N SR 2 (Lat: 41.340081,  Lng: -87.308908),  Route carried "on" structure: Alternate County highway ,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 428 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 711 (year 2030),  Design Load: HS 20,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: CR H-10/153RD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 32.1 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: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 3841,  Location: 04.81 N SR 2 (Lat: 41.357561,  Lng: -87.315689),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 25,990 (year 2015),  Truck Traffic: 44%,  Average Future Daily Traffic: 31,464 (year 2035),  Design Load: HS 20,  Features Intersected: WIRTZ DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.873,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.0 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: 26.9 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 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: 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: 3842,  Location: 04.81 N SR 2 (Lat: 41.357689,  Lng: -87.316072),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 19,607 (year 2015),  Truck Traffic: 44%,  Average Future Daily Traffic: 23,736 (year 2035),  Design Load: HS 20,  Features Intersected: WIRTZ DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 392.873,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.0 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: 26.9 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 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: 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: 3843,  Location: 01.73 S US 231 (Lat: 41.369211,  Lng: -87.320458),  Route carried "on" structure: Alternate County highway ,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 6.56m (21.52ft),  Average Daily Traffic: 431 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 641 (year 2035),  Design Load: HS 20,  Features Intersected: I-65 NB/SB,  Facility Carried by Structure: CR H-4/137TH 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: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.9m (68.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 38.6 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: 29.8 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3844,  Location: 05.38 S US 30 (Lat: 41.393450,  Lng: -87.323861),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 28,977 (year 2015),  Truck Traffic: 34%,  Average Future Daily Traffic: 29,526 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US 231 NB/SB, ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 396.993,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: 3845,  Location: 05.38 S US 30 (Lat: 41.393669,  Lng: -87.324161),  Route carried "on" structure: Interstate 65,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 9.44m (30.97ft),  Average Daily Traffic: 21,860 (year 2015),  Truck Traffic: 34%,  Average Future Daily Traffic: 22,274 (year 2035),  Design Load: HS 20,  Features Intersected: US 231 NB/SB, ABANDONED
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 396.993,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: 3846,  Location: 01.36 N US 231 (Lat: 41.412900,  Lng: -87.321458),  Route carried "on" structure: Alternate County highway ,  Year Built: 1965,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.32m (20.73ft),  Average Daily Traffic: 3,247 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,300 (year 2030),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: 113TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.257,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Latex Concrete

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Structure Number: 3849,  Location: 01.86 N US 231 (Lat: 41.420161,  Lng: -87.321319),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 22,253 (year 2004),  Truck Traffic: 34%,  Average Future Daily Traffic: 40,300 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: 109TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.986,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.2 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: Meets minimum limits,  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

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Structure Number: 385,  Location: 01.86 N US 231 (Lat: 41.420150,  Lng: -87.321625),  Route carried "on" structure: Interstate 65,  Year Built: 1965,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 22,253 (year 2004),  Truck Traffic: 34%,  Average Future Daily Traffic: 40,300 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: 109TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 399.986,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.2 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: Meets minimum limits,  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

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Structure Number: 3851,  Location: 02.16 N US 231 N JCT (Lat: 41.424439,  Lng: -87.321331),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 35,847 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 38,418 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAIN BEAVER DAM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 400.469,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 28.1m (92.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 3852,  Location: 02.16 N US 231 N JCT (Lat: 41.424531,  Lng: -87.321608),  Route carried "on" structure: Interstate 65,  Year Built: 1966,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.79m (9.15ft),  Average Daily Traffic: 27,043 (year 2015),  Truck Traffic: 28%,  Average Future Daily Traffic: 28,982 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: MAIN BEAVER DAM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 400.469,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 4500027,  Location: 00.50 W of ARIZONA (Lat: 41.354650,  Lng: -87.301750),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 124 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 164 (year 2020),  Design Load: HS 20,  Features Intersected: STONEY RUN DITCH,  Facility Carried by Structure: 145TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 4500056,  Location: 00.10 S. of 101st Ave (Lat: 41.432011,  Lng: -87.340361),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Posted for load,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 1,622 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,101 (year 2038),  Design Load: HS 20,  Features Intersected: BEAVER DAM DITCH,  Facility Carried by Structure: MADISON 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: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $143,000 ( 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: 4500062,  Location: 00.90 E. of SHEFFIELD AVE (Lat: 41.344661,  Lng: -87.498831),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 2,047 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,523 (year 2040),  Features Intersected: WEST CREEK,  Facility Carried by Structure: 151ST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4500063,  Location: 00.20 S. of 101st Ave (Lat: 41.431239,  Lng: -87.392431),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 4,369 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,493 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH BEAVER DAM DITCH,  Facility Carried by Structure: CLARK 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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 46.4 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $618,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $661,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4500064,  Location: 00.50 W. OF CLARK ST (Lat: 41.435111,  Lng: -87.400000),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 3,734 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,557 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH BEAVER DAM DITCH,  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: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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

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Structure Number: 4500079,  Location: 00.20 E of IOWA ST (Lat: 41.398331,  Lng: -87.301769),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 2008,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 125 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 153 (year 2041),  Design Load: HS 20,  Features Intersected: NILES DITCH,  Facility Carried by Structure: 121ST AVENUE
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: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 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,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $296,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $346,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4500083,  Location: 00.40 E of IOWA ST (Lat: 41.412931,  Lng: -87.297450),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,137 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,064 (year 2038),  Design Load: HS 20,  Features Intersected: NILES DITCH,  Facility Carried by Structure: 113TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.2m (20.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $132,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4500089,  Location: 00.10 N. of 101st Ave (Lat: 41.435611,  Lng: -87.354981),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 6,062 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,397 (year 2038),  Design Load: HS 20,  Features Intersected: BEAVER DAM DITCH,  Facility Carried by Structure: MERRILLVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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

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Structure Number: 4500106,  Location: 00.40 N. of 101st Ave (Lat: 41.441739,  Lng: -87.392539),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 4,369 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,332 (year 2038),  Design Load: HS 20,  Features Intersected: BEAVER DAM DITCH,  Facility Carried by Structure: CLARK STREET
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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $46,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4500189,  Location: 00.20 E. of IOWA ST. (Lat: 41.383781,  Lng: -87.303350),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 30 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 39 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH OF 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: 4.0m (13.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 31.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  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: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 4500404,  Location: 00.10 N of 153rd AVENUE (Lat: 41.342111,  Lng: -87.277461),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 345 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 456 (year 2040),  Design Load: HL 93,  Features Intersected: STONEY RUN DITCH,  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: 8.8m (28.9ft),  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: 19.8m (65.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: 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: 384,  Location: 03.58 N SR-2 (Lat: 41.340081,  Lng: -87.308908),  Route carried "under" structure: Interstate 65,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,850 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: CR H-10/153RD AVE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 390.894,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 384,  Location: 03.58 N SR-2 (Lat: 41.340081,  Lng: -87.308908),  Route carried "under" structure: Interstate 65,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,850 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: CR H-10/153RD AVE
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 390.894,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3843,  Location: 01.73 S US 231 (Lat: 41.369211,  Lng: -87.320458),  Route carried "under" structure: Interstate 65,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,850 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 NB,  Facility Carried by Structure: CR H-4/137TH AVE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 394.209,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3843,  Location: 01.73 S US 231 (Lat: 41.369211,  Lng: -87.320458),  Route carried "under" structure: Interstate 65,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,850 (year 2004),  Truck Traffic: 20%,  Features Intersected: I-65 SB,  Facility Carried by Structure: CR H-4/137TH AVE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 394.209,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3844,  Location: 05.38 S US-30 (Lat: 41.393450,  Lng: -87.323861),  Route carried "under" structure: US 231,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-231 NBL,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 7.70m (25.26ft),  Kilometerpoint: 10.960,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 3844,  Location: 05.38 S US-30 (Lat: 41.393450,  Lng: -87.323861),  Route carried "under" structure: US 231,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-231 SBL,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 7.70m (25.26ft),  Kilometerpoint: 10.960,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 3845,  Location: 05.38 S US-30 (Lat: 41.393669,  Lng: -87.324164),  Route carried "under" structure: US 231,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-231 NBL,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 10.944,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 3845,  Location: 05.38 S US-30 (Lat: 41.393669,  Lng: -87.324164),  Route carried "under" structure: US 231,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 2004),  Truck Traffic: 10%,  Features Intersected: US-231 SBL,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 10.944,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 3846,  Location: 01.36 N US-231 (Lat: 41.412900,  Lng: -87.321458),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 22,250 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: 113TH AVENUE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 399.182,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3846,  Location: 01.36 N US-231 (Lat: 41.412900,  Lng: -87.321458),  Route carried "under" structure: Interstate 65,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 22,250 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: 113TH AVENUE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 399.182,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 3849,  Location: 01.86 N US 231 (Lat: 41.420161,  Lng: -87.321328),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,847 (year 2004),  Truck Traffic: 10%,  Features Intersected: 109TH AVENUE,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 385,  Location: 01.86 N US 231 (Lat: 41.420150,  Lng: -87.321625),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,847 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 SB,  Facility Carried by Structure: 109th Avenue
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)