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

Find on map >>

Structure Number: 16042004128,  Location: 0.1 M N 127TH (Lat: 41.663000,  Lng: -87.738650),  Route carried "on" structure: State highway 50,  Year Built: 1958,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 21,200 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,950 (year 2021),  Design Load: HS 20,  Features Intersected: I-294 TRI STATE TOLL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.470,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16042104129,  Location: 0.6 M N IL 83 (Lat: 41.655775,  Lng: -87.738392),  Route carried "on" structure: State highway 50,  Year Built: 1938,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 42,400 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,950 (year 2021),  Design Load: HS 20,  Features Intersected: CAL SAG CHANNEL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 64.650,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.3m (24.0ft), Horizontal Clearance: 60.3m (197.8ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 82.3m (270.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.52m (37.80ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $1,307,000,  Roadway Improvement Cost: $131,000,  Total Project Cost: $1,963,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16056904139,  Location: AT 127TH ST (Lat: 41.661483,  Lng: -87.752919),  Route carried "on" structure: State highway 83,  Year Built: 1935,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 32,600 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 44,010 (year 2029),  Design Load: HS 20,  Features Intersected: TINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.223,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.8 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: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16057004242,  Location: 0.2 M E IL 83 (Lat: 41.661514,  Lng: -87.750481),  Route carried "on" structure: State highway 83,  Year Built: 1968,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 18.60m (61.02ft),  Average Daily Traffic: 16,700 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,000 ,  Design Load: HS 20,  Features Intersected: CAL SAG CHANNEL,  Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 33.998,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 34 degrees,  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 68.5m (224.7ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 120.7m (396.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.29m (63.29ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2006,  Critical Feature Inspection Date: April 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $5,413,000,  Roadway Improvement Cost: $541,000,  Total Project Cost: $8,120,000,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 16074704375,  Location: 0.1 M S OF 123RD ST (Lat: 41.667508,  Lng: -87.719381),  Route carried "on" structure: Other road 3778,  Year Built: 1935,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.12m (23.36ft),  Average Daily Traffic: 24,600 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 29,835 (year 2021),  Design Load: HS 20,  Features Intersected: RR - CSXT,  Facility Carried by Structure: CRAWFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.953,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 36 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,720,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $2,580,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16090604505,  Location: 0.1 M W IL 50 (Lat: 41.665047,  Lng: -87.747692),  Route carried "on" structure: State highway 83,  Year Built: 1958,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 16,700 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,481 (year 2021),  Design Load: HS 20,  Features Intersected: I-294 TOLL RAMP,  Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.065,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 36 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16090704506,  Location: 0.1 M E IL 50 (Lat: 41.661794,  Lng: -87.736392),  Route carried "on" structure: Other road 344,  Year Built: 1958,  Status: Open,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 32,700 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,450 (year 2021),  Design Load: HS 20,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.710,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $2,078,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $3,117,000 ( Estimate for 2000),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16242918438,  Location: 0.3 M S 115TH ST (Lat: 41.679414,  Lng: -87.738842),  Route carried "on" structure: State highway 50,  Year Built: 1970,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 43,600 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 55,755 (year 2021),  Design Load: HS 20,  Features Intersected: RR - CSXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.240,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>

Structure Number: 16270932258,  Location: .1M SO 127TH (Lat: 41.654658,  Lng: -87.726450),  Route carried "on" structure: Ramp Interstate 294,  Status: Open,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 6,800 (year 2006),  Average Future Daily Traffic: 990 (year 2021),  Features Intersected: SB I-294,  Facility Carried by Structure: FLY-OVER RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 53.7m (176.2ft),  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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 16271332363,  Location: E. OF PULASKI RD. (Lat: 41.669394,  Lng: -87.717167),  Route carried "on" structure: Other road 1588,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,400 (year 2002),  Average Future Daily Traffic: 11,640 (year 2021),  Features Intersected: STONY CREEK,  Facility Carried by Structure: 123RD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008

Find on map >>

Structure Number: 16984403954,  Location: 0.5 M S 127TH P26 (Lat: 41.654050,  Lng: -87.726119),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 49,200 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 64,400 (year 2021),  Features Intersected: 131ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.111,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 16984503955,  Location: 0.5 M S 127TH P26 (Lat: 41.653922,  Lng: -87.726061),  Route carried "on" structure: Interstate 294,  Year Built: 1958,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 49,200 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 64,400 (year 2021),  Features Intersected: 131ST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.127,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>

Structure Number: 16042004128,  Location: 0.1 M N 127TH (Lat: 41.663000,  Lng: -87.738650),  Route carried "under" structure: Interstate 294,  Year Built: 1958,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 49,200 (year 2006),  Truck Traffic: 14%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: IL 50 (CICERO AVE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 65.712,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>

Structure Number: 16090604505,  Location: 0.1 M W IL 50 (Lat: 41.665047,  Lng: -87.747692),  Route carried "under" structure: Ramp Interstate 294,  Year Built: 1958,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 6,800 (year 2006),  Features Intersected: I-294 TOLL RAMP,  Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.145,  Lanes on structure: 5,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

Find on map >>

Structure Number: 16090704506,  Location: 0.1 M E IL 50 (Lat: 41.661794,  Lng: -87.736392),  Route carried "under" structure: Interstate 294,  Year Built: 1958,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 98,400 (year 2006),  Truck Traffic: 14%,  Features Intersected: I-294 TRI STATE TOLL,  Facility Carried by Structure: 127TH ST
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 65.921,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Find on map >>

Structure Number: 16251102407,  Location: 0.35 W KEDZIE AVE (Lat: 41.662278,  Lng: -87.707492),  Route carried "under" structure: Other road 344,  Year Built: 1983,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 29,100 (year 2006),  Truck Traffic: 10%,  Features Intersected: 127TH ST,  Facility Carried by Structure: RR - CSXT
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 42.124,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

Find on map >>

Structure Number: 16263232332,  Location: 0.34 M E OF CENTRAL (Lat: 41.690683,  Lng: -87.752289),  Route carried "under" structure: Other road 1581,  Year Built: 1997,  Structure Length: 5.86m (19.23ft),  Average Daily Traffic: 29,700 (year 2006),  Truck Traffic: 6%,  Features Intersected: 111TH ST,  Facility Carried by Structure: RR - CSXT
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 8.608,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

Find on map >>

Structure Number: 16270932258,  Location: .1M SO 127TH (Lat: 41.654658,  Lng: -87.726450),  Route carried "under" structure: Ramp Interstate 294,  Structure Length: 11.26m (36.94ft),  Average Daily Traffic: 6,800 (year 2006),  Features Intersected: SB I-294,  Facility Carried by Structure: FLY-OVER RAMP
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.998,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 53.7m (176.2ft)

Find on map >>

Structure Number: 16984403954,  Location: 0.5 M S 127TH P26 (Lat: 41.654050,  Lng: -87.726119),  Route carried "under" structure: City street 4160,  Year Built: 1958,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 509 (year 1998),  Features Intersected: 131ST ST,  Facility Carried by Structure: I-294 SB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.103,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>

Structure Number: 16984503955,  Location: 0.5 M S 127TH P26 (Lat: 41.653922,  Lng: -87.726061),  Route carried "under" structure: City street 4160,  Year Built: 1958,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 509 (year 1998),  Features Intersected: 131ST ST,  Facility Carried by Structure: I-294 NB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.046,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)