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

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Structure Number: 50002711345,  Location: JCT US 6 & ILL 251 (Lat: 41.327481,  Lng: -89.119975),  Route carried "on" structure: US 6,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,100 (year 2027),  Design Load: HS 20,  Features Intersected: ILL 251 FAP 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 130.683,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: 4.42m (14.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2007,  Bridge Improvement Cost: $879,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,319,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 50007711394,  Location: JC ILL 251 & I-80 (Lat: 41.365208,  Lng: -89.125664),  Route carried "on" structure: State highway 251,  Year Built: 1961,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,350 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,400 (year 2027),  Design Load: HS 20,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.296,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 50007811395,  Location: JCT IL 251 & I-80 (Lat: 41.365200,  Lng: -89.125467),  Route carried "on" structure: State highway 251,  Year Built: 1961,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,350 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 8,400 (year 2027),  Design Load: HS 20,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.279,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.1 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 50007911396,  Location: 0.1 MI S OF US 6 (Lat: 41.324919,  Lng: -89.119944),  Route carried "on" structure: State highway 251,  Year Built: 1958,  Status: Open,  Structure Length: 69.86m (229.20ft),  Average Daily Traffic: 12,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,600 (year 2026),  Design Load: HS 20,  Features Intersected: IL RV/WATER ST/RR
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 79.903,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 13.4m (44.0ft), Horizontal Clearance: 121.9m (399.9ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 145.4m (477.0ft),  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: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Underwater Inspection Date: May 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: 50008211408,  Location: 1.4 MI W. OF IL 251 (Lat: 41.364767,  Lng: -89.152219),  Route carried "on" structure: Other road 6097,  Year Built: 1960,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 4,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,000 (year 2028),  Design Load: HS 20,  Features Intersected: I-80,  Facility Carried by Structure: PLANK ROAD CH 56
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.834,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $665,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $998,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5001402618,  Location: 0.2 MI N OF US 6 (Lat: 41.330483,  Lng: -89.119994),  Route carried "on" structure: Other road 6087,  Year Built: 1961,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 2,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,000 (year 2028),  Design Load: HS 20,  Features Intersected: ILL 251
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.011,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.7m (71.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.54m (11.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Bridge Improvement Cost: $102,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $122,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 50308011533,  Location: E 209TH N 2605 (Lat: 41.312650,  Lng: -89.128669),  Route carried "on" structure: City street 8100,  Year Built: 1932,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 59 (year 1984),  Average Future Daily Traffic: 75 (year 2022),  Features Intersected: ILL RV BACK WATER,  Facility Carried by Structure: RD TO LANDFILL
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2005,  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: 50002711345,  Location: JCT US 6 & ILL 251 (Lat: 41.327481,  Lng: -89.119975),  Route carried "under" structure: State highway 251,  Year Built: 1960,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 12,800 (year 2007),  Truck Traffic: 5%,  Features Intersected: ILL 251 FAP 46,  Facility Carried by Structure: US 6/FAU 6088/FAP6
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 80.048,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 50007711394,  Location: JC ILL 251 & I-80 (Lat: 41.365208,  Lng: -89.125664),  Route carried "under" structure: Interstate 80,  Year Built: 1961,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 27,600 (year 2007),  Truck Traffic: 36%,  Features Intersected: I 80,  Facility Carried by Structure: ILL 251 (SB)
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 120.707,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 50007811395,  Location: JCT IL 251 & I-80 (Lat: 41.365200,  Lng: -89.125467),  Route carried "under" structure: Interstate 80,  Year Built: 1961,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 27,600 (year 2007),  Truck Traffic: 36%,  Features Intersected: I 80,  Facility Carried by Structure: ILL 251 (NB)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 120.723,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 50007911396,  Location: 0.1 MI S OF US 6 (Lat: 41.324919,  Lng: -89.119944),  Route carried "under" structure: Other road 6091,  Year Built: 1958,  Structure Length: 69.86m (229.20ft),  Average Daily Traffic: 1,450 (year 2006),  Truck Traffic: 22%,  Features Intersected: IL RV/WATER ST/RR,  Facility Carried by Structure: IL 251
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 145.4m (477.0ft)

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Structure Number: 50008211408,  Location: 1.4 MI W. OF IL 251 (Lat: 41.364767,  Lng: -89.152219),  Route carried "under" structure: Interstate 80,  Year Built: 1960,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 26,800 (year 2007),  Truck Traffic: 37%,  Features Intersected: I-80,  Facility Carried by Structure: PLANK ROAD CH 56
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 118.487,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 5001402618,  Location: 0.2 MI N OF US 6 (Lat: 41.330483,  Lng: -89.119994),  Route carried "under" structure: State highway 251,  Year Built: 1961,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 12,100 (year 2007),  Truck Traffic: 7%,  Features Intersected: ILL 251,  Facility Carried by Structure: FAU 6087 SEVENTH S
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 80.386,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)