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Bridge Statistics for Morris, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Morris, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 172 meters (564ft) Total costs: $1,369,000 Total average daily traffic: 296,377 Total average daily truck traffic: 76,004 National Bridge Inventory (NBI) Registered Bridges for Morris
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 32000907512, Location: 2.70 MI W OF US 6 (Lat: 41.378186, Lng: -88.466931), Route carried "on" structure: Interstate 80, Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 14,700 (year 2007), Truck Traffic: 41%, Average Future Daily Traffic: 25,200 (year 2027), Design Load: HS 20, Features Intersected: W FORK NETTLE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 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: Equal to 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32001007513, Location: 2.70 MI W OF IL 47 (Lat: 41.378189, Lng: -88.466739), Route carried "on" structure: Interstate 80, Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 14,700 (year 2007), Truck Traffic: 41%, Average Future Daily Traffic: 25,200 (year 2027), Design Load: HS 20, Features Intersected: W FORK NETTLE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 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: Equal to 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: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32001107514, Location: 1.3 MI W OF ILL 47 (Lat: 41.378675, Lng: -88.443589), Route carried "on" structure: Interstate 80, Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 14,700 (year 2007), Truck Traffic: 41%, Average Future Daily Traffic: 25,200 (year 2027), Design Load: HS 20, Features Intersected: E FORK NETTLE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.277, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $539,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32001207515, Location: 1.3 MI W OF ILL 47 (Lat: 41.378703, Lng: -88.443397), Route carried "on" structure: Interstate 80, Year Built: 1958, Year Reconstructed: 1999, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 14,700 (year 2007), Truck Traffic: 41%, Average Future Daily Traffic: 25,200 (year 2027), Design Load: HS 20, Features Intersected: E FORK NETTLE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.293, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $358,000, Roadway Improvement Cost: $36,000, Total Project Cost: $537,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32004107549, Location: 0.7 MI W OF ILL 47 (Lat: 41.382650, Lng: -88.432844), Route carried "on" structure: Other road 5966, Year Built: 1958, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 4,350 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2027), Design Load: HS 20, Features Intersected: FAI 80, Facility Carried by Structure: LISBON RD FAU 596 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 32005607648, Location: 2.21 MI W ILL 47 (Lat: 41.378258, Lng: -88.460783), Route carried "on" structure: Other road 5975, Year Built: 1958, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 550 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 800 (year 2027), Design Load: HS 15, Features Intersected: FAI 80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 32007622303, Location: 2.49 MI W ILL 47 (Lat: 41.370928, Lng: -88.469342), Route carried "on" structure: US 6, Year Built: 1974, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 6,500 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 9,800 (year 2027), Design Load: HS 20, Features Intersected: NETTLE CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 192.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32008628297, Location: .57 S OF US 6 WEST (Lat: 41.364281, Lng: -88.421758), Route carried "on" structure: State highway 47, Year Built: 1978, Status: Open, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 24,700 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 35,900 (year 2027), Design Load: HS 20, Features Intersected: ARMSTRONG & B & O RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.155, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 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: Better than 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 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32008728298, Location: ILL 47 IN MORRIS (Lat: 41.364978, Lng: -88.421783), Route carried "on" structure: State highway 47, Year Built: 1978, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 24,700 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 35,900 (year 2027), Design Load: HS 20, Features Intersected: BUCHANAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.220, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32009532197, Location: INTER I80 & ILL47 (Lat: 41.388675, Lng: -88.422181), Route carried "on" structure: State highway 47, Year Built: 1997, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 16,000 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 23,200 (year 2027), Design Load: HS 20, Features Intersected: I 80 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 144.842, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.2m (92.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 28.2m (92.5ft) 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: 56.7 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: Somewhat better than minimum adequacy, 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 Find on map >>
Structure Number: 32009935856, Location: APPR.1.23MI S /US 6 (Lat: 41.355747, Lng: -88.421550), Route carried "on" structure: State highway 47, Year Built: 2003, Status: Open, Structure Length: 52.73m (173.00ft), Average Daily Traffic: 20,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 29,800 (year 2026), Design Load: HS 20, Features Intersected: IL RIV.& I & M CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.125, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 2.7m (8.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 123.0m (403.5ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 18.5m (60.7ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 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 Find on map >>
Structure Number: 32010841603, Location: WEST OF IL 47 (Lat: 41.371886, Lng: -88.430372), Route carried "on" structure: US 6, Year Built: 2006, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 14,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 22,909 (year 2027), Design Load: HS 20, Features Intersected: E FORK NETTLE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 32200112243, Location: 4.09 MI.W.OF ILL 47 (Lat: 41.370528, Lng: -88.500300), Route carried "on" structure: US 6, Year Built: 1974, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,700 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,200 (year 2027), Design Load: HS 20, Features Intersected: O'BRIEN RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 189.749, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: January 2005 Find on map >>
Structure Number: 32382130665, Location: 0.44 M W LISBON RD (Lat: 41.386128, Lng: -88.443192), Route carried "on" structure: Other road 5972, Year Built: 1997, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 2,850 (year 2005), Average Future Daily Traffic: 4,750 (year 2027), Design Load: HS 20, Features Intersected: E FORK NETTLE CR, Facility Carried by Structure: GORE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.480, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32700025923, Location: GOULD ST OV NETTLE C (Lat: 41.361631, Lng: -88.429097), Route carried "on" structure: Other road 5956, Year Built: 1950, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 700 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 850 (year 2027), Features Intersected: NETTLE CR, Facility Carried by Structure: GOULD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32700425927, Location: PRICE ST OV I&M C (Lat: 41.356233, Lng: -88.416653), Route carried "on" structure: Other road 3, Year Built: 1971, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 300 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 375 (year 2027), Design Load: H 15, Features Intersected: ILL MICHIGAN CANAL, Facility Carried by Structure: PRICE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 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: June 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 32700525928, Location: CALHOUN ST OV I&M C (Lat: 41.355981, Lng: -88.427308), Route carried "on" structure: City street 7020, Year Built: 1930, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 2,509 (year 1983), Average Future Daily Traffic: 3,100 (year 2023), Features Intersected: ILL MICHIGAN CANAL, Facility Carried by Structure: CALHOUN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32700625929, Location: 950 F&S. FREMONT (Lat: 41.357136, Lng: -88.440767), Route carried "on" structure: Other road 5958, Year Built: 1971, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,900 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 3,550 (year 2027), Design Load: HS 20, Features Intersected: NETTLE CREEK, Facility Carried by Structure: OTTAWA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Serious, Substructure: Good, Channel: Satisfactory, Operating Rating: 18.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 3270072593, Location: NORT AVE OV NETTLE C (Lat: 41.363936, Lng: -88.429506), Route carried "on" structure: City street 1360, Year Built: 1969, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 459 (year 1983), Truck Traffic: 2%, Average Future Daily Traffic: 550 (year 2023), Features Intersected: NETTLE CREEK, Facility Carried by Structure: NORTHERN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32700825931, Location: JOHNSON ST OV NET CR (Lat: 41.366739, Lng: -88.427672), Route carried "on" structure: Other road 5954, Year Built: 1971, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 1,300 (year 2025), Design Load: H 20, Features Intersected: NETTLE CR, Facility Carried by Structure: JOHNSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32700925932, Location: 300 FT W NETTLE ST (Lat: 41.359047, Lng: -88.429664), Route carried "on" structure: Other road 5959, Year Built: 1964, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 5,100 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 6,800 (year 2027), Features Intersected: NETTLE CR, Facility Carried by Structure: JEFFERSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.788, 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: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 18.9m (62.0ft) Condition: Channel: Satisfactory, Culverts: Good, 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 32701030076, Location: 150' E OF WASHINGTON (Lat: 41.365106, Lng: -88.404214), Route carried "on" structure: Other road 5955, Year Built: 1990, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,200 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,450 (year 2025), Design Load: HS 20, Features Intersected: I&M CANAL, Facility Carried by Structure: ARMSTRONG STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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, 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 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32701130388, Location: E OF UNION ST (Lat: 41.369972, Lng: -88.431700), Route carried "on" structure: City street 1210, Year Built: 1975, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 209 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2023), Design Load: HS 20, Features Intersected: NETTLE CREEK, Facility Carried by Structure: WAVERLY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.2m (33.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 32701234924, Location: .03M S OF THOMAS DR. (Lat: 41.375378, Lng: -88.437489), Route carried "on" structure: Other road 5976, Year Built: 2000, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 3,100 (year 2025), Design Load: HS 20, Features Intersected: E FORK NETTLE CREEK, Facility Carried by Structure: CREEK DR./MS 1115 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Excellent, Superstructure: Very good, 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32004107549, Location: 0.7 MI W OF ILL 47 (Lat: 41.382650, Lng: -88.432844), Route carried "under" structure: Interstate 80, Year Built: 1958, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 29,400 (year 2007), Truck Traffic: 41%, Features Intersected: FAI 80, Facility Carried by Structure: LISBON RD FAU 596 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 179.291, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.6m (57.7ft) Find on map >>
Structure Number: 32005607648, Location: 2.21 MI W ILL 47 (Lat: 41.378258, Lng: -88.460783), Route carried "under" structure: Interstate 80, Year Built: 1958, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 29,400 (year 2007), Truck Traffic: 41%, Features Intersected: FAI 80, Facility Carried by Structure: FAU 5975 /WAS TR 1 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 176.845, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.0m (55.8ft) Find on map >>
Structure Number: 32008628297, Location: .57 S OF US 6 WEST (Lat: 41.364281, Lng: -88.421758), Route carried "under" structure: City street 7115, Year Built: 1978, Structure Length: 12.07m (39.60ft), Average Daily Traffic: 3,300 (year 2005), Truck Traffic: 11%, Features Intersected: ARMSTRONG & B & O RR, Facility Carried by Structure: ILL 47 Minimum Vertical Clearance: 0.82m (2.69ft), Kilometerpoint: 0.129, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 32008728298, Location: ILL 47 IN MORRIS (Lat: 41.364978, Lng: -88.421783), Route carried "under" structure: City street 1340, Year Built: 1978, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 900 (year 2005), Features Intersected: BUCHANAN ST, Facility Carried by Structure: ILL 47 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.257, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 32009532197, Location: INTER I80 & ILL47 (Lat: 41.388675, Lng: -88.422181), Route carried "under" structure: Interstate 80, Year Built: 1997, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 36,800 (year 2007), Truck Traffic: 38%, Features Intersected: I 80, Facility Carried by Structure: ILL 47 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 180.401, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.2m (92.5ft) Find on map >>
Structure Number: 32700125924, Location: CRI&P RR OV LISBON S (Lat: 41.363531, Lng: -88.426428), Route carried "under" structure: Other road 5967, Year Built: 1900, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 3,250 (year 2005), Truck Traffic: 2%, Features Intersected: LISBON ST, Facility Carried by Structure: CRI&P RR Minimum Vertical Clearance: 0.34m (1.12ft), Kilometerpoint: 0.998, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.5m (27.9ft) Discuss this city on our hugely popular Illinois forum Back to: Morris, IL, Illinois, All US cities.
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