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

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Structure Number: 16015703842,  Location: 6.9 M SE I-57 (Lat: 41.644119,  Lng: -87.578383),  Route carried "on" structure: Interstate 94,  Year Built: 1949,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.83m (22.41ft),  Average Daily Traffic: 140,300 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 191,100 (year 2021),  Design Load: HS 20,  Features Intersected: RR - IHB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.501,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16015803843,  Location: 1.3 M N IL 83 (Lat: 41.642144,  Lng: -87.578367),  Route carried "on" structure: Interstate 94,  Year Built: 1949,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 24.23m (79.49ft),  Average Daily Traffic: 70,150 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 95,550 (year 2020),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 112.727,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 12.4m (40.7ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 128.0m (419.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.45m (83.50ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  Bridge Improvement Cost: $5,852,000,  Roadway Improvement Cost: $585,000,  Total Project Cost: $8,778,000,  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: 16015903844,  Location: 1.3 M N IL 83 (Lat: 41.642003,  Lng: -87.578364),  Route carried "on" structure: Interstate 94,  Year Built: 1949,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 24.23m (79.49ft),  Average Daily Traffic: 70,150 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 95,550 (year 2020),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 112.743,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Navigation Control: Yes ( Vertical Clearance: 12.1m (39.7ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 128.0m (419.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2008,  Critical Feature Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  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: 16016022892,  Location: 1 M N IL 83 (Lat: 41.637772,  Lng: -87.578369),  Route carried "on" structure: Interstate 94,  Year Built: 1949,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 12.70m (41.67ft),  Average Daily Traffic: 140,300 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 191,100 (year 2021),  Design Load: HS 20,  Features Intersected: RR - IHB & CSXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.225,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: 12.68m (41.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $2,346,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $3,872,000,  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: 16016103845,  Location: 0.8 M N IL 83 (Lat: 41.634439,  Lng: -87.578986),  Route carried "on" structure: Interstate 94,  Year Built: 1949,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 127,300 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 176,400 (year 2021),  Design Load: HS 20,  Features Intersected: DOLTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.628,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.6m (116.8ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 35.6m (116.8ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum 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: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $968,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $1,598,000,  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: 16038904111,  Location: 0.1 M E I-94 BF (Lat: 41.600961,  Lng: -87.578050),  Route carried "on" structure: US 6,  Year Built: 1931,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 32,600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,630 (year 2021),  Design Load: HS 20,  Features Intersected: LITTLE CAL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 280.063,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  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: 16080604415,  Location: 0.6 M N SIBLEY AVE (Lat: 41.626939,  Lng: -87.539531),  Route carried "on" structure: Other road 2943,  Year Built: 1976,  Status: Open,  Structure Length: 74.90m (245.73ft),  Average Daily Traffic: 13,900 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,245 (year 2022),  Design Load: HS 20,  Features Intersected: STATE ST & RRS & RIV,  Facility Carried by Structure: BURNHAM AVE VIAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.948,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 28,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 16095604583,  Location: 8.3 M SE I-57 (Lat: 41.622706,  Lng: -87.578872),  Route carried "on" structure: State highway 83,  Year Built: 1948,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 28,400 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 153,765 (year 2021),  Design Load: HS 20,  Features Intersected: I- 94 BISHOP FORD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.575,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 29.9m (98.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $279,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $335,000,  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: 16278734379,  Location: 0.8 M S US 6 (Lat: 41.585142,  Lng: -87.529792),  Route carried "on" structure: Other road 2946,  Year Built: 2004,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 13,600 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,000 ,  Design Load: HS 20,  Features Intersected: LITTLE CALUMET RIVER,  Facility Carried by Structure: WENTWORTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  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: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 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: March 2007,  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: 16080604415,  Location: 0.6 M N SIBLEY AVE (Lat: 41.626939,  Lng: -87.539531),  Route carried "under" structure: Other road 3596,  Year Built: 1976,  Structure Length: 74.90m (245.73ft),  Average Daily Traffic: 13,300 (year 2006),  Truck Traffic: 8%,  Features Intersected: STATE ST & RRS & RIV,  Facility Carried by Structure: BURNHAM AVE VIAD
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.652,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 16095604583,  Location: 8.3 M SE I-57 (Lat: 41.622706,  Lng: -87.578872),  Route carried "under" structure: Interstate 94,  Year Built: 1948,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 108,600 (year 2006),  Truck Traffic: 16%,  Features Intersected: I- 94 BISHOP FORD,  Facility Carried by Structure: IL 83 (SIBLEY BLV
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 114.915,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)