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

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Structure Number: 60003614266,  Location: 2 M E MISSISSIPPI R (Lat: 38.765228,  Lng: -90.138111),  Route carried "on" structure: Interstate 270,  Year Built: 1963,  Status: Open,  Structure Length: 60.66m (199.02ft),  Average Daily Traffic: 27,350 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 39,400 (year 2025),  Design Load: HS 20,  Features Intersected: CHAIN OF ROCKS CANAL
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 106.6m (349.7ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 146.3m (480.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 61.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 60.66m (199.02ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Underwater Inspection Date: September 2006,  Bridge Improvement Cost: $10,746,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $10,926,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 60003714267,  Location: 2 M E MISSISSIPPI R (Lat: 38.765469,  Lng: -90.137936),  Route carried "on" structure: Interstate 270,  Year Built: 1963,  Status: Open,  Structure Length: 60.66m (199.02ft),  Average Daily Traffic: 27,350 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 39,400 (year 2025),  Design Load: HS 20,  Features Intersected: CHAIN OF ROCKS CANAL
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 2.912,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 106.6m (349.7ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 146.3m (480.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 60.66m (199.02ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2006,  Critical Feature Inspection Date: September 2006,  Underwater Inspection Date: September 2006,  Bridge Improvement Cost: $10,746,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $10,926,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 60006814297,  Location: 1.3 M E MISS R (Lat: 38.761739,  Lng: -90.139961),  Route carried "on" structure: Other road 5,  Year Built: 1949,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 72.18m (236.81ft),  Average Daily Traffic: 400 (year 2006),  Truck Traffic: 40%,  Average Future Daily Traffic: 900 (year 2021),  Design Load: H 20,  Features Intersected: CHAIN OF ROCKS CANAL,  Facility Carried by Structure: OLD CHAIN RKS RD/O
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.928,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 117.0m (383.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 17,  Number Of Approach Spans: 2,  Length of Maximum Span: 141.1m (462.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 72.18m (236.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: November 2005,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $5,105,000,  Roadway Improvement Cost: $511,000,  Total Project Cost: $5,616,000,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 60026529965,  Location: .2M S MADISON CL (Lat: 38.675494,  Lng: -90.147444),  Route carried "on" structure: State highway 203,  Year Built: 1992,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 19,400 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,000 (year 2021),  Design Load: HS 20,  Features Intersected: CN&W,N&W RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.797,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  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: 60201316284,  Location: 1.13 E OF MISS RIVER (Lat: 38.762253,  Lng: -90.151019),  Route carried "on" structure: Interstate 270,  Year Built: 1964,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 54,700 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 80,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: WATER MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.818,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Culverts: Very good,  Operating Rating: 89.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008

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Structure Number: 82001817891,  Location: 0.5 M E E ST LOUIS (Lat: 38.642519,  Lng: -90.131881),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 32,850 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.002,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82001917892,  Location: 0.5 M E E ST LOUIS (Lat: 38.642647,  Lng: -90.131742),  Route carried "on" structure: Interstate 55,  Year Built: 1960,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 32,850 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 51,100 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.018,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.4 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82002222254,  Location: 0.4 M E E ST LOUIS (Lat: 38.642706,  Lng: -90.132411),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 9,700 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 13,500 (year 2021),  Design Load: HS 20,  Features Intersected: DRAINAGE CANAL,  Facility Carried by Structure: ILL 203
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.3 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: Equal to present minimum criteria,  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: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82002422252,  Location: 0.4 M E E ST LOUIS (Lat: 38.643603,  Lng: -90.130611),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 13.96m (45.80ft),  Average Daily Traffic: 10,200 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,635 (year 2021),  Design Load: HS 20,  Features Intersected: DRNG CANAL & FAI 70,  Facility Carried by Structure: ILL 203
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 13.96m (45.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,141,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $1,255,000,  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: 82002522253,  Location: 0.6 M E E ST LOUIS (Lat: 38.648617,  Lng: -90.131075),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 10,200 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 13,635 (year 2021),  Design Load: HS 20,  Features Intersected: FAI 70 RAMP 352,  Facility Carried by Structure: ILL 203
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $536,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $590,000,  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: 82002617893,  Location: 0.8 M N E ST LOUIS (Lat: 38.656961,  Lng: -90.134881),  Route carried "on" structure: State highway 203,  Year Built: 1960,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,340 (year 2021),  Design Load: HS 20,  Features Intersected: CAHOKIA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82002717894,  Location: 0.8 M N E ST LOUIS (Lat: 38.656828,  Lng: -90.134789),  Route carried "on" structure: State highway 203,  Year Built: 1960,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,340 (year 2021),  Design Load: HS 20,  Features Intersected: CAHOKIA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 82002817895,  Location: 0.5 M N E ST LOUIS (Lat: 38.645164,  Lng: -90.128431),  Route carried "on" structure: State highway 203,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 22,400 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 29,970 (year 2021),  Design Load: HS 20,  Features Intersected: FAI 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.850,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $1,255,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $1,381,000,  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: 82002917896,  Location: 0.1 M N OLD US 40 (Lat: 38.642669,  Lng: -90.127144),  Route carried "on" structure: Other road 9213,  Year Built: 1960,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 3,409 (year 2002),  Truck Traffic: 30%,  Average Future Daily Traffic: 4,600 (year 2025),  Design Load: HS 20,  Features Intersected: CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.060,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82011318022,  Location: E ILL 203 S BEND RD (Lat: 38.655711,  Lng: -90.130253),  Route carried "on" structure: City street 2093,  Year Built: 1923,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,200 (year 2023),  Design Load: HS 20,  Features Intersected: CAHOKIA CANAL,  Facility Carried by Structure: SBI-4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $214,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 60003614266,  Location: 2 M E MISSISSIPPI R (Lat: 38.765228,  Lng: -90.138111),  Route carried "under" structure: City street 500,  Year Built: 1963,  Structure Length: 60.66m (199.02ft),  Average Daily Traffic: 75 (year 2006),  Features Intersected: CHAIN OF ROCKS CANAL,  Facility Carried by Structure: FAI 270 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 146.3m (480.0ft)

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Structure Number: 60003614266,  Location: 2 M E MISSISSIPPI R (Lat: 38.765228,  Lng: -90.138111),  Route carried "under" structure: City street 540,  Year Built: 1963,  Structure Length: 60.66m (199.02ft),  Average Daily Traffic: 59 (year 2006),  Features Intersected: CHAIN OF ROCKS CANAL,  Facility Carried by Structure: FAI 270 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 146.3m (480.0ft)

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Structure Number: 60003714267,  Location: 2 M E MISSISSIPPI R (Lat: 38.765469,  Lng: -90.137936),  Route carried "under" structure: City street 500,  Year Built: 1963,  Structure Length: 60.66m (199.02ft),  Average Daily Traffic: 75 (year 2006),  Features Intersected: CHAIN OF ROCKS CANAL,  Facility Carried by Structure: FAI 270 WB
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 146.3m (480.0ft)

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Structure Number: 60003714267,  Location: 2 M E MISSISSIPPI R (Lat: 38.765469,  Lng: -90.137936),  Route carried "under" structure: City street 540,  Year Built: 1963,  Structure Length: 60.66m (199.02ft),  Average Daily Traffic: 59 (year 2006),  Features Intersected: CHAIN OF ROCKS CANAL,  Facility Carried by Structure: FAI 270 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 146.3m (480.0ft)

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Structure Number: 60006814297,  Location: 1.3 M E MISS R (Lat: 38.761739,  Lng: -90.139961),  Route carried "under" structure: City street 540,  Year Built: 1949,  Structure Length: 72.18m (236.81ft),  Average Daily Traffic: 59 (year 2006),  Features Intersected: CHAIN OF ROCKS CANAL,  Facility Carried by Structure: OLD CHAIN RKS RD/O
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.043,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 141.1m (462.9ft)

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Structure Number: 60990224529,  Location: SO OF MADISON (Lat: 38.668789,  Lng: -90.144536),  Route carried "under" structure: State highway 203,  Year Built: 1935,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 19,400 (year 2007),  Truck Traffic: 7%,  Features Intersected: FAP594/IL203,  Facility Carried by Structure: ITRR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.009,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 82002422252,  Location: 0.4 M E E ST LOUIS (Lat: 38.643603,  Lng: -90.130611),  Route carried "under" structure: Interstate 55,  Year Built: 1960,  Structure Length: 13.96m (45.80ft),  Average Daily Traffic: 65,700 (year 2007),  Truck Traffic: 17%,  Features Intersected: DRNG CANAL & FAI 70,  Facility Carried by Structure: ILL 203
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 6.146,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 82002522253,  Location: 0.6 M E E ST LOUIS (Lat: 38.648617,  Lng: -90.131075),  Route carried "under" structure: State highway 203,  Year Built: 1960,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 22,400 (year 2007),  Truck Traffic: 14%,  Features Intersected: FAI 70 RAMP 352
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.037,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 82002817895,  Location: 0.5 M N E ST LOUIS (Lat: 38.645164,  Lng: -90.128431),  Route carried "under" structure: Interstate 55,  Year Built: 1960,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 49,200 (year 2007),  Truck Traffic: 19%,  Features Intersected: FAI 70,  Facility Carried by Structure: ILL 203
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 6.388,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 82990324798,  Location: E. ST. LOUIS (Lat: 38.637325,  Lng: -90.134297),  Route carried "under" structure: Other road 9213,  Year Built: 1900,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 4,000 (year 2003),  Truck Traffic: 16%,  Features Intersected: 9TH ST FAU 9213,  Facility Carried by Structure: TERMINAL R.R.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.111,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 82990424799,  Location: E. ST. LOUIS (Lat: 38.637781,  Lng: -90.133675),  Route carried "under" structure: Other road 9213,  Year Built: 1900,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 4,000 (year 2003),  Truck Traffic: 16%,  Features Intersected: FAU 9213 9TH ST,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 1.191,  Lanes under structure: 2,  Material/Design: Concrete,  Length of Maximum Span: 13.1m (43.0ft)