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

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Structure Number: 37003508433,  Location: 0.1 MI W JCT ILL 82 (Lat: 41.431111,  Lng: -90.159125),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 9,800 (year 2007),  Truck Traffic: 41%,  Average Future Daily Traffic: 12,800 (year 2026),  Design Load: HS 20,  Features Intersected: GENESEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.764,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.31m (20.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $529,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $794,000,  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: 37003608434,  Location: 0.1 MI W JCT ILL 82 (Lat: 41.431075,  Lng: -90.159064),  Route carried "on" structure: Interstate 80,  Year Built: 1961,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 9,800 (year 2007),  Truck Traffic: 41%,  Average Future Daily Traffic: 12,800 (year 2026),  Design Load: HS 20,  Features Intersected: GENESEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.780,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37013311692,  Location: W SIDE OF GENESEO (Lat: 41.447761,  Lng: -90.163206),  Route carried "on" structure: US 6,  Year Built: 1982,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,900 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,700 (year 2025),  Design Load: HS 20,  Features Intersected: GENESEO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.170,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2006,  Bridge Improvement Cost: $372,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $558,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 37016936082,  Location: S EDGE GENESEO (Lat: 41.430353,  Lng: -90.157783),  Route carried "on" structure: Interstate 80,  Year Built: 2003,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 9,800 (year 2007),  Truck Traffic: 41%,  Average Future Daily Traffic: 13,200 (year 2027),  Design Load: HS 20,  Features Intersected: FAP 638/IL 82
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 31.102,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37017036083,  Location: S EDGE GENESEO (Lat: 41.430489,  Lng: -90.157794),  Route carried "on" structure: Interstate 80,  Year Built: 2003,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 8,350 (year 2007),  Truck Traffic: 48%,  Average Future Daily Traffic: 13,800 (year 2026),  Design Load: HS 20,  Features Intersected: FAP 638/IL 82
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 31.118,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to 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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37600228396,  Location: NW CORNER OF GENESEO (Lat: 41.460197,  Lng: -90.167031),  Route carried "on" structure: City street 1005,  Year Built: 1938,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 209 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 25 (year 2026),  Design Load: H 15,  Features Intersected: GENESEO CREEK,  Facility Carried by Structure: W ELK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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

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Structure Number: 3760031352,  Location: SO CENTER OF GENESEO (Lat: 41.439339,  Lng: -90.155725),  Route carried "on" structure: City street 6080,  Year Built: 1982,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,209 (year 1996),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2026),  Design Load: HS 20,  Features Intersected: GENESEO CREEK,  Facility Carried by Structure: SO STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 37600405881,  Location: SO CENTER OF GENESEO (Lat: 41.437692,  Lng: -90.155725),  Route carried "on" structure: City street 6080,  Year Built: 1985,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,659 (year 1996),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,850 (year 2026),  Design Load: HS 20,  Features Intersected: GENESEO CREEK,  Facility Carried by Structure: SOUTH STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.671,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 37016936082,  Location: S EDGE GENESEO (Lat: 41.430353,  Lng: -90.157783),  Route carried "under" structure: State highway 82,  Year Built: 2003,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 2,350 (year 2007),  Truck Traffic: 7%,  Features Intersected: FAP 638/IL 82,  Facility Carried by Structure: FAI 80 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 31.392,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: 37017036083,  Location: S EDGE GENESEO (Lat: 41.430489,  Lng: -90.157794),  Route carried "under" structure: State highway 82,  Year Built: 2003,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 9,200 (year 2007),  Truck Traffic: 5%,  Features Intersected: FAP 638/IL 82,  Facility Carried by Structure: FAI 80 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 31.408,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: 37990723945,  Location: .5 MI N JCT US 6 (Lat: 41.454564,  Lng: -90.158433),  Route carried "under" structure: State highway 82,  Year Built: 1941,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 4,400 (year 2007),  Truck Traffic: 4%,  Features Intersected: ILL 82,  Facility Carried by Structure: CRI&P RR
Minimum Vertical Clearance: 0.31m (1.02ft),  Kilometerpoint: 34.722,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.0m (23.0ft)