Bridge Statistics for Matteson, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 16005003714,  Location: 0.5 M S US 30 (Lat: 41.498108,  Lng: -87.742661),  Route carried "on" structure: Interstate 57,  Year Built: 1966,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 35,950 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,440 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 547.398,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16005103715,  Location: 0.5 M S US 30 (Lat: 41.498292,  Lng: -87.742636),  Route carried "on" structure: Interstate 57,  Year Built: 1966,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 35,950 (year 2006),  Truck Traffic: 15%,  Average Future Daily Traffic: 27,440 (year 2021),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 547.414,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16028504036,  Location: 0.6 M E IL 50 (Lat: 41.506078,  Lng: -87.742269),  Route carried "on" structure: US 30,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 43,200 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 43,470 (year 2021),  Design Load: HS 20,  Features Intersected: I- 57
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.499,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 30 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: 31.0m (101.7ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 16028604037,  Location: 1.7 M W I-57 (Lat: 41.506147,  Lng: -87.776453),  Route carried "on" structure: US 30,  Year Built: 1954,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 17,500 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 24,300 (year 2021),  Design Load: HS 20,  Features Intersected: BUTTERFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 223.699,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16109804521,  Location: 1.5 M N US 30 (Lat: 41.527969,  Lng: -87.742411),  Route carried "on" structure: Other road 1629,  Year Built: 1967,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 25,200 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,840 (year 2023),  Design Load: HS 20,  Features Intersected: I- 57,  Facility Carried by Structure: VOLLMER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.894,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 30 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: 31.1m (102.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $3,170,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $4,755,000 ( Estimate for 2000),  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: 16250528443,  Location: 0.05 M S US 30 (Lat: 41.504922,  Lng: -87.713125),  Route carried "on" structure: Other road 3778,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 18,800 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,520 (year 2021),  Design Load: HS 20,  Features Intersected: BUTTERFIELD CREEK,  Facility Carried by Structure: GOVERNORS HWY-PULA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.958,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.7m (41.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Other

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Structure Number: 16252208722,  Location: .6 M E OF IL 50 (Lat: 41.506103,  Lng: -87.720664),  Route carried "on" structure: US 30,  Year Built: 1983,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 40,100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,325 (year 2021),  Design Load: HS 20,  Features Intersected: BUTTERFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.349,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Other

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Structure Number: 16253102311,  Location: 0.1 M W CRAWFORD AVE (Lat: 41.506092,  Lng: -87.715272),  Route carried "on" structure: US 30,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 40,100 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 53,325 (year 2021),  Design Load: HS 20,  Features Intersected: BUTTERFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.800,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Other

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Structure Number: 16278334192,  Location: 0.5 M S VOLLMER RD (Lat: 41.523647,  Lng: -87.732522),  Route carried "on" structure: State highway 50,  Year Built: 2003,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 19,500 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,000 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BUTTERFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.959,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 48 months,  Inspection Date: September 2007

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Structure Number: 16744527725,  Location: 1.4 M E I57 P21 (Lat: 41.511064,  Lng: -87.714475),  Route carried "on" structure: City street 5270,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 309 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 359 (year 2020),  Features Intersected: BUTTERFIELD CR,  Facility Carried by Structure: BIRCHWOOD LN 207T
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16744627726,  Location: 0.25 M N US 30 P21 (Lat: 41.513819,  Lng: -87.716275),  Route carried "on" structure: City street 1130,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 209 (year 1998),  Average Future Daily Traffic: 251 (year 2020),  Features Intersected: BUTTERFIELD CR,  Facility Carried by Structure: VIOLET LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: June 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16744727727,  Location: 0.8 M N US 30 P21 (Lat: 41.516506,  Lng: -87.749283),  Route carried "on" structure: Other road 2795,  Year Built: 1972,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,250 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,530 (year 2020),  Features Intersected: BUTTERFIELD CR,  Facility Carried by Structure: CENTRAL AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.589,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Design/Construction: Culvert,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: June 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16744929925,  Location: .33M E OF CENTRAL AV (Lat: 41.517139,  Lng: -87.742356),  Route carried "on" structure: City street 3184,  Year Built: 1999,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 5,009 (year 2005),  Average Future Daily Traffic: 10,000 ,  Design Load: HS 20,  Features Intersected: I-57,  Facility Carried by Structure: 205TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.1m (118.4ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: 16028504036,  Location: 0.6 M E IL 50 (Lat: 41.506078,  Lng: -87.742269),  Route carried "under" structure: Interstate 57,  Year Built: 1966,  Structure Length: 6.05m (19.85ft),  Average Daily Traffic: 87,700 (year 2007),  Truck Traffic: 13%,  Features Intersected: I- 57,  Facility Carried by Structure: US 30 (LINCOLN HWY
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 548.186,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)

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Structure Number: 16030323038,  Location: 0.5 M S US 30 P21 (Lat: 41.498942,  Lng: -87.713058),  Route carried "under" structure: Other road 3778,  Year Built: 1900,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 18,800 (year 2006),  Truck Traffic: 4%,  Features Intersected: CRAWFORD AVE,  Facility Carried by Structure: PC RR
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 24.618,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 16030423039,  Location: 0.8 M S US 30 P21 (Lat: 41.494914,  Lng: -87.713000),  Route carried "under" structure: Other road 3778,  Year Built: 1900,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 18,800 (year 2006),  Truck Traffic: 4%,  Features Intersected: CRAWFORD AVE,  Facility Carried by Structure: EJ&E RR
Minimum Vertical Clearance: 4.22m (13.85ft),  Kilometerpoint: 25.084,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 16109804521,  Location: 1.5 M N US 30 (Lat: 41.527969,  Lng: -87.742411),  Route carried "under" structure: Interstate 57,  Year Built: 1967,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 87,700 (year 2007),  Truck Traffic: 13%,  Features Intersected: I- 57,  Facility Carried by Structure: VOLLMER RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 550.616,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 16303423433,  Location: 0.61 M S US 30 P21 (Lat: 41.497031,  Lng: -87.703536),  Route carried "under" structure: Other road 2827,  Year Built: 1900,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 7%,  Features Intersected: MAIN ST,  Facility Carried by Structure: IC RR
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.103,  Lanes under structure: 4,  Material/Design: Concrete,  Length of Maximum Span: 9.1m (29.9ft)

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Structure Number: 16744929925,  Location: .33M E OF CENTRAL AV (Lat: 41.517139,  Lng: -87.742356),  Route carried "under" structure: Interstate 57,  Year Built: 1999,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 87,700 (year 2007),  Truck Traffic: 13%,  Features Intersected: I-57,  Facility Carried by Structure: 205TH STREET
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 549.345,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)