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Bridge Statistics for Rochelle, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Rochelle, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 42 Total length: 260 meters (853ft) Total average daily traffic: 252,529 Total average daily truck traffic: 59,569 National Bridge Inventory (NBI) Registered Bridges for Rochelle
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 71000316084, Location: 0.3 MI S JCT ILL 38 (Lat: 41.917778, Lng: -89.068661), Route carried "on" structure: State highway 251, Year Built: 1928, Year Reconstructed: 1981, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 9,900 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,000 (year 2025), Design Load: HS 20, Features Intersected: KYTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.090, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: March 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: 71005828626, Location: 2 MI E OF ROCHELLE (Lat: 41.934511, Lng: -89.023922), Route carried "on" structure: State highway 38, Year Built: 1980, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 4,050 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 10,200 (year 2021), Design Load: HS 20, Features Intersected: I-39 & US 51 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.985, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 21.5m (70.5ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to 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: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71006128627, Location: 1.5 MI E OF ROCHELLE (Lat: 41.920039, Lng: -89.023761), Route carried "on" structure: Other road 5447, Year Built: 1980, Status: Open, Structure Length: 7.96m (26.12ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 22%, Average Future Daily Traffic: 725 (year 2021), Design Load: HS 20, Features Intersected: I-39 & US 51, Facility Carried by Structure: CRESTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71006210437, Location: 1 MI N OF LEE CO.LN. (Lat: 41.904939, Lng: -89.021722), Route carried "on" structure: Interstate 39, Year Built: 1981, Status: Open, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 13,650 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 11,500 (year 2021), Design Load: HS 20, Features Intersected: I-88(E-W TOLLWAY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.746, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.5 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: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71006310454, Location: 1 MI N OF LEE CO.LN. (Lat: 41.904969, Lng: -89.020822), Route carried "on" structure: Interstate 39, Year Built: 1981, Status: Open, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 8,700 (year 2007), Truck Traffic: 45%, Average Future Daily Traffic: 11,500 (year 2021), Design Load: HS 20, Features Intersected: I-88(E-W TOLLWAY) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.730, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.7m (107.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71006604651, Location: IN ROCHELLE (Lat: 41.921597, Lng: -89.068753), Route carried "on" structure: State highway 251, Year Built: 1981, Status: Open, Structure Length: 30.18m (99.02ft), Average Daily Traffic: 9,900 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,100 (year 2026), Design Load: HS 20, Features Intersected: IL38,CNW&BN RR&1 AVE Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 149.557, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.4 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 7100710175, Location: .4 MI E OF ILL 251 (Lat: 41.934008, Lng: -89.060639), Route carried "on" structure: State highway 38, Year Built: 1983, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 14,600 (year 2026), Design Load: HS 20, Features Intersected: KYTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 65.7 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 71008529631, Location: 0.6 MI. N. OF IL 38 (Lat: 41.944117, Lng: -89.067431), Route carried "on" structure: State highway 251, Year Built: 1996, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 9,100 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,200 (year 2020), Design Load: HS 20, Features Intersected: KYTE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.051, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2006, 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: 71201510648, Location: 1.20 MI S OF IL 38 (Lat: 41.909764, Lng: -89.022725), Route carried "on" structure: Interstate 39, Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 27,300 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 57,900 (year 2024), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.342, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 74.7 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: December 2007 Find on map >>
Structure Number: 71202029634, Location: 0.5 MI E OF ROCHELLE (Lat: 41.934228, Lng: -89.046053), Route carried "on" structure: State highway 38, Year Built: 1996, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,800 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 6,700 (year 2020), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.231, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2006 Find on map >>
Structure Number: 71319316363, Location: 3.5 S.W. ROCHELLE (Lat: 41.891331, Lng: -89.112028), Route carried "on" structure: City street 4300, Year Built: 1962, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 25 (year 2003), Average Future Daily Traffic: 25 (year 2026), Design Load: HS 15, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: BRUSH GROVE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.381, Lanes on structure: 2, Owner: Town or Township 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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 71331432651, Location: N EDGE ROCHELLE (Lat: 41.941214, Lng: -89.063397), Route carried "on" structure: Other road 5438, Year Built: 1997, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,550 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,850 (year 2025), Design Load: HS 20, Features Intersected: KYTE RIVER, Facility Carried by Structure: FLAGG ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Very good, Superstructure: Excellent, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2003, 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: 716000155, Location: LAKEVIEW DRIVE (Lat: 41.915233, Lng: -89.072511), Route carried "on" structure: City street 3300, Year Built: 1963, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 1,850 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,850 (year 2025), Design Load: HS 15, Features Intersected: KYTE CREEK, Facility Carried by Structure: LAKEVIEW DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 71600115626, Location: ROCHELLE (Lat: 41.913053, Lng: -89.074017), Route carried "on" structure: City street 3600, Year Built: 1950, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 25 (year 1998), Average Future Daily Traffic: 25 (year 2025), Features Intersected: KYTE CREEK, Facility Carried by Structure: TREATMENT PLANT RO Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 71600516137, Location: ROCHELLE (Lat: 41.926147, Lng: -89.058572), Route carried "on" structure: Other road 5444, Year Built: 1966, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,500 (year 2023), Features Intersected: KYTE CREEK, Facility Carried by Structure: SEVENTH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Inventory Rating: 24.3 metric tons, 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: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 7160061644, Location: ROCHELLE (Lat: 41.930353, Lng: -89.059797), Route carried "on" structure: City street 1900, Year Built: 1965, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,400 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,400 (year 2025), Design Load: HS 20, Features Intersected: KYTE CREEK, Facility Carried by Structure: SCHOOL AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Channel: Good, Culverts: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 71600708301, Location: ROCHELLE S 2ND ST (Lat: 41.918981, Lng: -89.062525), Route carried "on" structure: City street 7410, Year Built: 1975, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 79 (year 1998), Average Future Daily Traffic: 100 (year 2023), Design Load: HS 20, Features Intersected: KYTE CREEK, Facility Carried by Structure: SO SECOND STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 71600808265, Location: CARON RD ROCHELLE (Lat: 41.922633, Lng: -89.054361), Route carried "on" structure: Other road 5458, Year Built: 1977, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,700 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 4,500 (year 2023), Design Load: HS 20, Features Intersected: BRANCH OF KYTE CREEK, Facility Carried by Structure: CARON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: 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 48 months, Inspection Date: August 2003 Find on map >>
Structure Number: 71600927808, Location: ROCHELLE 1ST. AVE. (Lat: 41.919606, Lng: -89.058136), Route carried "on" structure: Other road 5447, Year Built: 1978, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 2,800 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 3,500 (year 2023), Design Load: HS 20, Features Intersected: KYTE CREEK, Facility Carried by Structure: FIRST AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very 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: 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: March 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 71601025357, Location: IN ROCHELLE (Lat: 41.918444, Lng: -89.064075), Route carried "on" structure: Other road 5456, Year Built: 1990, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2023), Design Load: HS 20, Features Intersected: KYTE CREEK, Facility Carried by Structure: SOUTH MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft) 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2003, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: 716011363, Location: SW SEC 20 T40N R2E, Route carried "on" structure: City street 8700, Year Built: 2001, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 3,000 (year 2003), Average Future Daily Traffic: 6,290 (year 2020), Design Load: HS 20, Features Intersected: UP RR & RILEY DITCH, Facility Carried by Structure: DEMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 71601236301, Location: SW SEC 20 T40N R2E, Route carried "on" structure: City street 8700, Year Built: 2001, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,000 (year 2003), Average Future Daily Traffic: 6,290 (year 2020), Design Load: HS 20, Features Intersected: RILEY DITCH, Facility Carried by Structure: DEMENT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Excellent, Culverts: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2003 Find on map >>
Structure Number: 71601339012, Location: EAST EDGE ROCHELLE (Lat: 41.919675, Lng: -89.053011), Route carried "on" structure: Other road 5447, Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,850 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 3,420 (year 2028), Design Load: HS 20, Features Intersected: RYLEY DITCH, Facility Carried by Structure: FIRST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Out-to-Out Width: 9.8m (32.2ft) 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: March 2006 Structure Number: 7160143385, Location: S SIDE OF ROCHELLE, Route carried "on" structure: City street 4300, Year Built: 2003, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 1,250 (year 2005), Truck Traffic: 62%, Average Future Daily Traffic: 2,800 (year 2023), Design Load: HS 20, Features Intersected: KYTE RIVER, Facility Carried by Structure: INTERMODEL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 71601534205, Location: SW SIDE OF ROCHELLE, Route carried "on" structure: City street 4300, Year Built: 2003, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,250 (year 2005), Truck Traffic: 62%, Average Future Daily Traffic: 2,800 (year 2023), Design Load: HS 20, Features Intersected: FLAGG TRIB, Facility Carried by Structure: INTERMODAL DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2004, 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: 71991323083, Location: .5 MI S ROCHELLE (Lat: 41.900181, Lng: -89.068203), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 6,500 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 9,500 (year 2020), Design Load: HS 20, Features Intersected: ILL 251 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.284, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71991423082, Location: .5 MI S ROCHELLE (Lat: 41.900456, Lng: -89.068200), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 7,450 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 9,500 (year 2020), Design Load: HS 20, Features Intersected: ILL 251 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.300, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 71991523081, Location: .7 MI E OF ILL 251 (Lat: 41.900631, Lng: -89.053781), Route carried "on" structure: Other road 5456, Year Built: 1974, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,400 (year 2020), Design Load: HS 20, Features Intersected: I-88 (E-W TOLLWAY), Facility Carried by Structure: STEWARD RD (FAU545 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 7199162308, Location: 1.2 MI E OF ILL 251 (Lat: 41.901928, Lng: -89.044019), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 7,450 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 9,500 (year 2020), Design Load: HS 20, Features Intersected: FAU5458,CARON&BN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.247, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71991723076, Location: 1.2 MI E OF ILL 251 (Lat: 41.902083, Lng: -89.044100), Route carried "on" structure: Interstate 88, Year Built: 1974, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 7,450 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 25,600 (year 2024), Design Load: HS 20, Features Intersected: FAU5458,CARON&BN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 124.263, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to 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: August 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 71992228526, Location: .2 MI W OF ILL 251 (Lat: 41.899644, Lng: -89.073792), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 13,000 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 23,200 (year 2025), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.043, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.6m (129.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.7m (5.6ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 71992328527, Location: 0.2 MI W OF ILL 251 (Lat: 41.899367, Lng: -89.073344), Route carried "on" structure: Ramp Interstate 88, Year Built: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 450 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 950 (year 2025), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.6m (129.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.7m (5.6ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 71005828626, Location: 2 MI E OF ROCHELLE (Lat: 41.934511, Lng: -89.023922), Route carried "under" structure: Interstate 39, Year Built: 1980, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 27,800 (year 2007), Truck Traffic: 36%, Features Intersected: I-39 & US 51, Facility Carried by Structure: ILL 38 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 161.045, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft) Find on map >>
Structure Number: 71006210437, Location: 1 MI N OF LEE CO.LN. (Lat: 41.904939, Lng: -89.021722), Route carried "under" structure: Interstate 88, Year Built: 1981, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 14,900 (year 2006), Truck Traffic: 22%, Features Intersected: I-88(E-W TOLLWAY), Facility Carried by Structure: I-39 & US 51 SB Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 126.226, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 71006310454, Location: 1 MI N OF LEE CO.LN. (Lat: 41.904969, Lng: -89.020822), Route carried "under" structure: Interstate 88, Year Built: 1981, Structure Length: 8.48m (27.82ft), Average Daily Traffic: 17,100 (year 2006), Truck Traffic: 20%, Features Intersected: I-88(E-W TOLLWAY), Facility Carried by Structure: I-39 & US 51 NB Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 126.274, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.7m (107.3ft) Find on map >>
Structure Number: 71006604651, Location: IN ROCHELLE (Lat: 41.921597, Lng: -89.068753), Route carried "under" structure: State highway 38, Year Built: 1981, Structure Length: 30.18m (99.02ft), Average Daily Traffic: 2,400 (year 2007), Truck Traffic: 10%, Features Intersected: IL38,CNW&BN RR&1 AVE, Facility Carried by Structure: ILL 251 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.082, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 71006604651, Location: IN ROCHELLE (Lat: 41.921597, Lng: -89.068753), Route carried "under" structure: Other road 5447, Year Built: 1981, Structure Length: 30.18m (99.02ft), Average Daily Traffic: 2,550 (year 2007), Truck Traffic: 10%, Features Intersected: IL38,CNW&BN RR&1 AVE, Facility Carried by Structure: ILL 251 Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >>
Structure Number: 71991323083, Location: .5 MI S ROCHELLE (Lat: 41.900181, Lng: -89.068203), Route carried "under" structure: State highway 251, Year Built: 1974, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 2,300 (year 2007), Truck Traffic: 15%, Features Intersected: ILL 251, Facility Carried by Structure: I-88 EB E-W TOLLW Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 147.175, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 71991423082, Location: .5 MI S ROCHELLE (Lat: 41.900456, Lng: -89.068200), Route carried "under" structure: State highway 251, Year Built: 1974, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 22%, Features Intersected: ILL 251, Facility Carried by Structure: I-88 WB E-W TOLLWA Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 147.207, Lanes on structure: 2, Lanes under structure: 4, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: 71991523081, Location: .7 MI E OF ILL 251 (Lat: 41.900631, Lng: -89.053781), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 14,900 (year 2006), Truck Traffic: 22%, Features Intersected: I-88 (E-W TOLLWAY), Facility Carried by Structure: STEWARD RD (FAU545 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 123.507, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 7199162308, Location: 1.2 MI E OF ILL 251 (Lat: 41.901928, Lng: -89.044019), Route carried "under" structure: Other road 5458, Year Built: 1974, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 13%, Features Intersected: FAU5458,CARON&BN RR, Facility Carried by Structure: I-88 EB E-W TOLLWA Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 4.521, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Find on map >>
Structure Number: 71991723076, Location: 1.2 MI E OF ILL 251 (Lat: 41.902083, Lng: -89.044100), Route carried "under" structure: Other road 5458, Year Built: 1974, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 13%, Features Intersected: FAU5458,CARON&BN RR, Facility Carried by Structure: I-88 WB E-W TOLLWA Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 4.505, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft) Discuss this city on our hugely popular Illinois forum Back to: Rochelle, IL, Illinois, All US cities.
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