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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 51 meters (167ft)
Total average daily traffic: 36,800
Total average daily truck traffic: 11,090
National Bridge Inventory (NBI) Registered Bridges for Greenup
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New bridges - Historical Statistics

  • 1900-1909: 2
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 4
  • 1960-1969: 3

Reconstructed bridges - Historical Statistics

  • 1980-1989: 1
  • 1990-1999: 3

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 18000904826,  Location: GREENUP (Lat: 39.240064,  Lng: -88.171275),  Route carried "on" structure: US 40,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 1,250 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,310 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: MILL ROAD(MS 5990)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.716,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18001004827,  Location: GREENUP (Lat: 39.240842,  Lng: -88.168881),  Route carried "on" structure: US 40,  Year Built: 1950,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 1,250 (year 2011),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,310 (year 2032),  Design Load: HS 20,  Features Intersected: LINCOLN ST(MS 1230)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.942,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 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-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18001904849,  Location: NW CL GREENUP (Lat: 39.251400,  Lng: -88.173758),  Route carried "on" structure: State highway 121,  Year Built: 1960,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 9.10m (29.86ft),  Average Daily Traffic: 3,650 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,825 (year 2032),  Design Load: HS 20,  Features Intersected: EMBARRAS RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.156,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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 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 20 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: 18002404857,  Location: N EDGE OF GREENUP (Lat: 39.263839,  Lng: -88.150503),  Route carried "on" structure: State highway 130,  Year Built: 1931,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,100 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,249 (year 2032),  Design Load: H 15,  Features Intersected: BELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 116.846,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18002504858,  Location: GREENUP INT (Lat: 39.255308,  Lng: -88.153664),  Route carried "on" structure: State highway 130,  Year Built: 1969,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 4,300 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 4,506 (year 2032),  Design Load: HS 20,  Features Intersected: I-70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.912,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18002604859,  Location: .5 MI S US 40 (Lat: 39.242664,  Lng: -88.155000),  Route carried "on" structure: State highway 130,  Year Built: 1931,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 3,000 (year 2011),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,144 (year 2032),  Design Load: HS 20,  Features Intersected: CNRL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 114.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 18000904826,  Location: GREENUP (Lat: 39.240064,  Lng: -88.171275),  Route carried "under" structure: City street 5990,  Year Built: 1950,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 250 (year 2006),  Truck Traffic: 12%,  Features Intersected: MILL ROAD(MS 5990),  Facility Carried by Structure: US 40(FAS 1707)
Minimum Vertical Clearance: 7.37m (24.18ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 18001004827,  Location: GREENUP (Lat: 39.240842,  Lng: -88.168881),  Route carried "under" structure: City street 1230,  Year Built: 1950,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 375 (year 2011),  Truck Traffic: 5%,  Features Intersected: LINCOLN ST(MS 1230),  Facility Carried by Structure: US 40(FAS 1707)
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 18002504858,  Location: GREENUP INT (Lat: 39.255308,  Lng: -88.153664),  Route carried "under" structure: Interstate 70,  Year Built: 1969,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 19,100 (year 2011),  Truck Traffic: 47%,  Features Intersected: I-70,  Facility Carried by Structure: IL 130 (FAP 116)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 198.695,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: 18990127531,  Location: SW GREENUP (Lat: 39.239542,  Lng: -88.168881),  Route carried "under" structure: City street 1230,  Year Built: 1900,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 325 (year 2011),  Truck Traffic: 6%,  Features Intersected: LINCOLN DR(MS 1230),  Facility Carried by Structure: CNRL RR
Minimum Vertical Clearance: 4.17m (13.68ft),  Kilometerpoint: 0.611,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 18990327533,  Location: SW GREENUP (Lat: 39.240186,  Lng: -88.165214),  Route carried "under" structure: City street 6020,  Year Built: 1900,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 15%,  Features Intersected: JEFFERSON ST(MS6020B,  Facility Carried by Structure: CNRL RR
Minimum Vertical Clearance: 3.56m (11.68ft),  Kilometerpoint: 0.209,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.7m (22.0ft)

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