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

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Structure Number: 82008517957, Location: 0.8 M E FAI 255 (Lat: 38.550519, Lng: -90.147531), Route carried "on" structure: State highway 157, Year Built: 1932, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,350 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 8,734 (year 2032), Features Intersected: GOOSE LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.1m (36.4ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82022217656, Location: 0.50 SO OF DORIS AVE (Lat: 38.550503, Lng: -90.162147), Route carried "on" structure: Interstate 255, Year Built: 1979, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 38,700 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 40,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: ILL 157
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.851, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 44.0m (144.4ft), Out-to-Out Width: 44.9m (147.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, 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: 82022317625, Location: 0.5 M N OF ILL 157 (Lat: 38.555081, Lng: -90.155211), Route carried "on" structure: Interstate 255, Year Built: 1979, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 38,700 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 40,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: DORIS AVE/FAU 9199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.639, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 36.4m (119.4ft), Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Better than present minimum criteria, 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: January 11, 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: 82022417621, Location: 0.5 M N OFILL 157 (Lat: 38.557050, Lng: -90.147822), Route carried "on" structure: Interstate 255, Year Built: 1979, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 38,700 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 40,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: JEROME LA FAU 9197
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.331, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 35.9m (117.8ft), Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 62.1 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, 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: 82022501232, Location: 0.5 M S MOUSETTE LN (Lat: 38.558436, Lng: -90.143100), Route carried "on" structure: Interstate 255, Year Built: 1982, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 38,700 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 40,480 (year 2032), Design Load: HS 20+Mod, Features Intersected: GOOSE LAKE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.734, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 33 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11

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Structure Number: 82022715338, Location: 1.25M SW ILL15&I255 (Lat: 38.570828, Lng: -90.123244), Route carried "on" structure: Interstate 255, Year Built: 1984, Status: Open, Structure Length: 37.46m (122.90ft), Average Daily Traffic: 42,800 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 44,769 (year 2032), Features Intersected: ICG RR& CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.745, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 11, 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: 82027314796, Location: 1.5M S ILL 157 (Lat: 38.552161, Lng: -90.201303), Route carried "on" structure: Other road 9206, Year Built: 1984, Status: Open, Structure Length: 10.70m (35.10ft), Average Daily Traffic: 2,250 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 2,354 (year 2032), Design Load: HS 20, Features Intersected: CAHOKIA CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, 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: 8203033332, Location: IL 157CAHOKIA E OF 3 (Lat: 38.565639, Lng: -90.178911), Route carried "on" structure: State highway 157, Year Built: 2009, Status: Open, Structure Length: 5.04m (16.54ft), Average Daily Traffic: 12,400 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 12,970 (year 2032), Design Load: HS 20, Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 11, 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: 82308629944, Location: .10 MI S ILL 157 (Lat: 38.548256, Lng: -90.160286), Route carried "on" structure: Other road 9218, Year Built: 1992, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 4,600 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 4,812 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE DUPONT CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor, Superstructure: Poor, Substructure: Very good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, Bridge Improvement Cost: $1,080,000, Roadway Improvement Cost: $45,000, Total Project Cost: $1,125,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 82660032498, Location: 1.25 MI NE CH 39 (Lat: 38.540667, Lng: -90.150831), Route carried "on" structure: City street 6832, Year Built: 1995, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 159 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 166 (year 2032), Design Load: HS 20, Features Intersected: PRAIRIE DU PONT, Facility Carried by Structure: MULLINS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82800018043, Location: 0.1 MI E JEROME LA (Lat: 38.554519, Lng: -90.145622), Route carried "on" structure: Other road 9200, Year Built: 1989, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,350 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,458 (year 2032), Features Intersected: GOOSE LAKE DITCH, Facility Carried by Structure: MOUSETTE LA/FAU 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.714, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good, Culverts: 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: Better than 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 48 months, Inspection Date: March 2009

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Structure Number: 82022217656, Location: 0.50 SO OF DORIS AVE (Lat: 38.550503, Lng: -90.162147), Route carried "under" structure: State highway 157, Year Built: 1979, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 11,900 (year 2011), Truck Traffic: 4%, Features Intersected: ILL 157, Facility Carried by Structure: FAI 255
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 3.315, Lanes on structure: 6, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 82022317625, Location: 0.5 M N OF ILL 157 (Lat: 38.555081, Lng: -90.155211), Route carried "under" structure: Other road 9199, Year Built: 1979, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 1,300 (year 2008), Truck Traffic: 4%, Features Intersected: DORIS AVE/FAU 9199, Facility Carried by Structure: FAI 255
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.529, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 82022417621, Location: 0.5 M N OFILL 157 (Lat: 38.557050, Lng: -90.147822), Route carried "under" structure: Other road 9197, Year Built: 1979, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,150 (year 2008), Truck Traffic: 6%, Features Intersected: JEROME LA FAU 9197, Facility Carried by Structure: FAI 255
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 4.055, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)