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

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Structure Number: 4905,  Location: 00.53 E SR 249 (Lat: 41.601961,  Lng: -87.164069),  Route carried "on" structure: Interstate 94,  Year Built: 1968,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 35,803 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,320 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: JENSEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.028,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.0 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: 54.4 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: 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 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: 4906,  Location: 01.25 W SR 149 (Lat: 41.601761,  Lng: -87.147750),  Route carried "on" structure: Interstate 94,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 35,803 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,320 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.396,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 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: 27.9 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: 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 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: 4907,  Location: 01.25 W SR 149 (Lat: 41.601931,  Lng: -87.147761),  Route carried "on" structure: Interstate 94,  Year Built: 1969,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 35,803 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 71,320 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.396,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.1 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: 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 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: 76602,  Location: 01.42 E SR 51 E JCT (Lat: 41.550600,  Lng: -87.213311),  Route carried "on" structure: US 6,  Year Built: 2009,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 24,115 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,343 (year 2030),  Design Load: HS 20,  Features Intersected: PEDESTRIAN TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Culverts: Very good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 68.4 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 76604,  Location: 02.44 E SR 51 (Lat: 41.550569,  Lng: -87.193825),  Route carried "on" structure: US 6,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 24,115 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 37,343 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF WILLOWCREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.301,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 6400082,  Location: 00.20 E CR 400 W (Lat: 41.561139,  Lng: -87.138664),  Route carried "on" structure: City street 62,  Year Built: 2001,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 1,170 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,210 (year 2038),  Design Load: HS 20,  Features Intersected: SQUIRREL CREEK,  Facility Carried by Structure: CR 875N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  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: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6400088,  Location: 00.20 W SALT CREEK RD (Lat: 41.596581,  Lng: -87.144028),  Route carried "on" structure: Alternate City street ,  Year Built: 1970,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,650 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,010 (year 2038),  Design Load: HL 93,  Features Intersected: SALT CREEK,  Facility Carried by Structure: OLD PORTER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.7 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 640011,  Location: 00.50 W WILLOWCREEK RD (Lat: 41.564969,  Lng: -87.188994),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 7,280 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,760 (year 2038),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: STONE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 93.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400111,  Location: 00.40 E WILLOWDALE ROAD (Lat: 41.571750,  Lng: -87.196678),  Route carried "on" structure: Alternate City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,010 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,690 (year 2038),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: MULBERRY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $395,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400113,  Location: 00.20 SW SWANSON RD (Lat: 41.575969,  Lng: -87.199561),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,390 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,860 (year 2038),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400114,  Location: 00.50 E DOMBEY RD (Lat: 41.588289,  Lng: -87.204492),  Route carried "on" structure: Alternate City street ,  Year Built: 1973,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 740 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,400 (year 2038),  Design Load: HS 20,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: CLEM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400115,  Location: 00.30 E MCCOOL RD (Lat: 41.583500,  Lng: -87.137500),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 3,140 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,930 (year 2038),  Design Load: HS 20,  Features Intersected: SALT CREEK,  Facility Carried by Structure: LENBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,727,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $2,416,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6400131,  Location: 00.10 E WILLOWCREEK ROAD (Lat: 41.586689,  Lng: -87.182328),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,910 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,610 (year 2038),  Features Intersected: PORTAGE AVENUE,  Facility Carried by Structure: CRISMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400132,  Location: 00.10 NE PORTAGE AVENUE (Lat: 41.587281,  Lng: -87.181375),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 1,910 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,610 (year 2038),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: CRISMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $87,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6400133,  Location: 00.40 SW OLD PORTER ROAD (Lat: 41.589681,  Lng: -87.175583),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 1,910 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,610 (year 2038),  Design Load: HS 20,  Features Intersected: CONRAIL RAILROAD,  Facility Carried by Structure: CRISMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $87,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 640015,  Location: 00.20 W CR 600W (Lat: 41.375689,  Lng: -87.185464),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 570 (year 2038),  Design Load: HS 20,  Features Intersected: CORNELL DITCH,  Facility Carried by Structure: OLD FAITHFUL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400156,  Location: 00.20 E SWANSON ROAD (Lat: 41.557800,  Lng: -87.194114),  Route carried "on" structure: Alternate City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 920 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,740 (year 2038),  Design Load: HL 93,  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: LUTE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6400157,  Location: 00.10 W BLACKSTONE CIRCLE (Lat: 41.578500,  Lng: -87.158419),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 950 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: ROBBINS DITCH,  Facility Carried by Structure: JOSEPH 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: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400163,  Location: 00.20 E DOMBEY ROAD (Lat: 41.579581,  Lng: -87.207297),  Route carried "on" structure: Alternate City street ,  Year Built: 2014,  Status: Open,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 1,970 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,720 (year 2038),  Features Intersected: WILLOW CREEK,  Facility Carried by Structure: EVERGREENS STREET
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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 640018,  Location: 00.36 S CR 700 N (Lat: 41.530600,  Lng: -87.143461),  Route carried "on" structure: Alternate City street 56,  Year Built: 1961,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 190 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 360 (year 2038),  Design Load: HS 20,  Features Intersected: UNT SALT CREEK,  Facility Carried by Structure: CR 400W/MCCOOL RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 6400182,  Location: 00.42 E, HAMSTROM ROAD (Lat: 41.575939,  Lng: -87.160389),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 11,200 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,600 (year 2037),  Design Load: HS 20,  Features Intersected: ROBBINS DITCH,  Facility Carried by Structure: CENTRAL AVENUE
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 3041,  Location: 00.24 N US-20 (Lat: 41.602011,  Lng: -87.173828),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 31,192 (year 2020),  Truck Traffic: 34%,  Features Intersected: I-94 EBL,  Facility Carried by Structure: SR 249 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 30.175,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 3041,  Location: 00.24 N US-20 (Lat: 41.602011,  Lng: -87.173828),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 31,043 (year 2020),  Truck Traffic: 34%,  Features Intersected: I-94 WBL,  Facility Carried by Structure: SR 249 NB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 30.175,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 3042,  Location: 00.24 N US-20 (Lat: 41.602011,  Lng: -87.174133),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 41,990 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-94 WBL,  Facility Carried by Structure: SR 249 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 30.175,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 3042,  Location: 00.24 N US-20 (Lat: 41.602011,  Lng: -87.174133),  Route carried "under" structure: Interstate 94,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 41,990 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-94 EBL,  Facility Carried by Structure: SR 249 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 30.175,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 4673,  Location: 00.63 E I-94 (Lat: 41.586819,  Lng: -87.212394),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 17,335 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: DOMBEY RD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 35.293,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 4673,  Location: 00.63 E I-94 (Lat: 41.586819,  Lng: -87.212394),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 17,335 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: DOMBEY RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 35.293,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 4676,  Location: 01.50 E I-94 (Lat: 41.581789,  Lng: -87.197739),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,751 (year 2014),  Truck Traffic: 4%,  Features Intersected: CRUIKSHANK ROAD,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 4677,  Location: 01.50 E I-94 (Lat: 41.582039,  Lng: -87.197739),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,751 (year 2014),  Truck Traffic: 4%,  Features Intersected: CRUIKSHANK RD,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 4678,  Location: 02.26 E I-94 (Lat: 41.580261,  Lng: -87.183158),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 17,275 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 600W /WILLOWCRK
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 37.916,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 4678,  Location: 02.26 E I-94 (Lat: 41.580261,  Lng: -87.183150),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 17,275 (year 2014),  Truck Traffic: 24%,  Features Intersected: i-90 WB,  Facility Carried by Structure: CR 600W/WILLOWCRK
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 37.916,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 46785,  Location: 02.45 E I-94 (Lat: 41.580181,  Lng: -87.179428),  Route carried "under" structure: Interstate 90,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 32,455 (year 2014),  Truck Traffic: 14%,  Features Intersected: I-90 WBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 38.222,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 46785,  Location: 02.45 E I-94 (Lat: 41.580181,  Lng: -87.179428),  Route carried "under" structure: Interstate 90,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 32,455 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-90 EBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 38.222,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

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Structure Number: 4679,  Location: 02.50 W SR 149 (Lat: 41.579939,  Lng: -87.168572),  Route carried "under" structure: County highway 525,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,255 (year 2014),  Truck Traffic: 3%,  Features Intersected: HAMSTROM RD/CR 525W,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 468,  Location: 02.50 W SR 149 (Lat: 41.580111,  Lng: -87.168586),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 6,255 (year 2014),  Truck Traffic: 3%,  Features Intersected: HAMSTROM RD,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.12m (13.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 4681,  Location: 01.78 W SR 149 (Lat: 41.575889,  Lng: -87.156592),  Route carried "under" structure: County highway 975,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,075 (year 2014),  Truck Traffic: 5%,  Features Intersected: CENTRAL AVE/CR 975N,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 7.26m (23.82ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4682,  Location: 01.78 W SR 149 (Lat: 41.575900,  Lng: -87.156211),  Route carried "under" structure: County highway 75,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,075 (year 2014),  Truck Traffic: 5%,  Features Intersected: CENTRAL AVE/CR 975N,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4685,  Location: 01.56 W SR 149 (Lat: 41.573469,  Lng: -87.153397),  Route carried "under" structure: County highway 450,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2014),  Truck Traffic: 5%,  Features Intersected: SAMUELSON RD/CR 450W,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4686,  Location: 01.56 W SR 149 (Lat: 41.573739,  Lng: -87.153397),  Route carried "under" structure: County highway 450,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 5,400 (year 2014),  Truck Traffic: 5%,  Features Intersected: SAMUELSON RD/CR 450W,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 4687,  Location: 01.04 W SR 149 (Lat: 41.571950,  Lng: -87.143731),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 17,335 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-90 WB,  Facility Carried by Structure: MCCOOL RD/CR 400W
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 41.489,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 4687,  Location: 01.04 W SR 149 (Lat: 41.571950,  Lng: -87.143731),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 17,335 (year 2014),  Truck Traffic: 24%,  Features Intersected: I-90 EB,  Facility Carried by Structure: MCCOOL RD/CR 400W
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 41.489,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 469,  Location: 04.25 W SR 49 (Lat: 41.573769,  Lng: -87.124419),  Route carried "under" structure: State highway 149,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,293 (year 2015),  Truck Traffic: 11%,  Features Intersected: SR 149,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 9.012,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 4691,  Location: 04.25 W SR 49 (Lat: 41.574061,  Lng: -87.124428),  Route carried "under" structure: State highway 149,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 11,293 (year 2015),  Truck Traffic: 11%,  Features Intersected: SR 149,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 9.028,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 4902,  Location: 00.90 E I-90 (Lat: 41.593881,  Lng: -87.217217),  Route carried "under" structure: US 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,476 (year 2004),  Truck Traffic: 15%,  Features Intersected: US-20,  Facility Carried by Structure: I-94 EB
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.370,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4903,  Location: 00.90 E I-90 (Lat: 41.594139,  Lng: -87.217117),  Route carried "under" structure: US 20,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 13,476 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-94 WB
Minimum Vertical Clearance: 6.83m (22.41ft),  Kilometerpoint: 0.354,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 4904,  Location: 00.53 E SR-249 (Lat: 41.601761,  Lng: -87.164056),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: AMERIPLEX - S. ENTRANCE,  Facility Carried by Structure: I-94 EB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 4905,  Location: 00.53 E SR 249 (Lat: 41.601961,  Lng: -87.164069),  Route carried "under" structure: County highway ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: AMERIPLEX - S. ENTRANCE,  Facility Carried by Structure: I-94 WB
Minimum Vertical Clearance: 6.86m (22.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 6400131,  Location: 00.10 E WILLOWCREEK ROAD (Lat: 41.586689,  Lng: -87.182328),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 3,777 (year 2012),  Truck Traffic: 6%,  Features Intersected: PORTAGE AVE,  Facility Carried by Structure: CRISMAN ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 9.3m (30.5ft)