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Bridge Statistics for Tilton, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tilton, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 33 Total length: 190 meters (623ft) Total costs: $314,000 Total average daily traffic: 266,352 Total average daily truck traffic: 61,382 National Bridge Inventory (NBI) Registered Bridges for Tilton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 92000820115, Location: IN TILTON (Lat: 40.104669, Lng: -87.654167), Route carried "on" structure: Interstate 74, Year Built: 1964, Year Reconstructed: 1991, Status: Open, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 10,900 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 12,200 (year 2021), Design Load: HS 20+Mod, Features Intersected: N&S & FAU 7026(L ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.280, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.9m (88.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 92000920116, Location: IN TILTON (Lat: 40.104272, Lng: -87.654089), Route carried "on" structure: Interstate 74, Year Built: 1964, Year Reconstructed: 1991, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 10,900 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 12,200 (year 2021), Design Load: HS 20+Mod, Features Intersected: N&S & FAU 7026(L ST) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.296, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 92001020117, Location: IN TILTON (Lat: 40.104756, Lng: -87.649503), Route carried "on" structure: Interstate 74, Year Built: 1964, Year Reconstructed: 2000, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 13,800 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 13,650 (year 2021), Design Load: HS 20+Mod, Features Intersected: "G" ST(FAU 7026) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.731, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 92001120118, Location: IN TILTON (Lat: 40.104578, Lng: -87.649492), Route carried "on" structure: Interstate 74, Year Built: 1964, Year Reconstructed: 2000, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 13,800 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 13,650 (year 2021), Design Load: HS 20+Mod, Features Intersected: "G" ST(FAU 7026) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.747, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 92001220119, Location: IN TILTON (Lat: 40.104775, Lng: -87.646275), Route carried "on" structure: Interstate 74, Year Built: 1964, Year Reconstructed: 1991, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 13,800 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 13,650 (year 2021), Design Load: HS 20+Mod, Features Intersected: CNRL & FR1563 & 1611 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.988, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 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: Better than present minimum criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 9200132012, Location: IN TILTON (Lat: 40.104803, Lng: -87.646286), Route carried "on" structure: Interstate 74, Year Built: 1964, Year Reconstructed: 1991, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 13,800 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 13,650 (year 2021), Design Load: HS 20+Mod, Features Intersected: CNRL & FR1563 & 1611 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.004, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 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: Superior to present desirable criteria, Underclear: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 92003820141, Location: S OF DANVILLE (Lat: 40.104939, Lng: -87.635839), Route carried "on" structure: US 150, Year Built: 1965, Year Reconstructed: 1996, Status: Open, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 24,300 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 27,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-74 & CD16.23/16.33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.138, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 17.2m (56.4ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 92003920142, Location: AT S EDGE DANVILLE (Lat: 40.101739, Lng: -87.635700), Route carried "on" structure: US 150, Year Built: 1966, Year Reconstructed: 1996, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 24,500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 30,700 (year 2023), Design Load: HS 20+Mod, Features Intersected: 14TH ST(FAU 7010) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 355.525, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 28.2m (92.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 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: 92008620203, Location: CITY OF TILTON -EAST (Lat: 40.101767, Lng: -87.645281), Route carried "on" structure: Other road 7009, Year Built: 1914, Status: Closed, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 5,700 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 7,500 (year 2022), Features Intersected: CNRL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.254, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 28.8 metric tons, Inventory Rating: 21.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2004, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92008720204, Location: IN TILTON (Lat: 40.104889, Lng: -87.640086), Route carried "on" structure: City street 4005, Year Built: 1962, Status: Open, Structure Length: 10.90m (35.76ft), Average Daily Traffic: 4,150 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 9,800 (year 2023), Design Load: HS 20, Features Intersected: I-74&CD16.23/16.33 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 92203127611, Location: IN TILTON (Lat: 40.095150, Lng: -87.635442), Route carried "on" structure: US 150, Year Built: 1991, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 22,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 24,850 (year 2021), Design Load: HS 20+Mod, Features Intersected: GRAPE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 356.281, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: November 2006 Find on map >>
Structure Number: 92329623783, Location: CITY OF TILTON (Lat: 40.087186, Lng: -87.623075), Route carried "on" structure: Other road 7011, Year Built: 1976, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,950 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 3,550 (year 2026), Design Load: HS 20, Features Intersected: GRAPE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.634, 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: 3, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Precast Panels Find on map >>
Structure Number: 92333713269, Location: CITY OF TILTON (Lat: 40.093486, Lng: -87.637433), Route carried "on" structure: City street 8190, Year Built: 1982, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 309 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,200 (year 2023), Design Load: HS 20, Features Intersected: GRAPE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum 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 Find on map >>
Structure Number: 92601827636, Location: S SIDE OF TILTON (Lat: 40.092792, Lng: -87.640517), Route carried "on" structure: City street 8160, Year Built: 1939, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,150 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,300 (year 2017), Features Intersected: GRAPE CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Inventory Rating: 21.6 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $69,000, Roadway Improvement Cost: $7,000, Total Project Cost: $104,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92601928261, Location: SW SIDE OF TILTON (Lat: 40.099764, Lng: -87.647611), Route carried "on" structure: Other road 7026, Year Built: 1980, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,100 (year 2003), Average Future Daily Traffic: 2,200 (year 2017), Design Load: HS 20, Features Intersected: 8TH ST(MS 4070A) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 92602028262, Location: SW SIDE OF TILTON (Lat: 40.099314, Lng: -87.647139), Route carried "on" structure: Other road 7026, Year Built: 1980, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 2,100 (year 2003), Average Future Daily Traffic: 2,200 (year 2017), Design Load: HS 20, Features Intersected: N&S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 92602229161, Location: S END OF TILTON (Lat: 40.092478, Lng: -89.475400), Route carried "on" structure: City street 4160, Year Built: 1900, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 325 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 325 (year 2017), Features Intersected: GRAPE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $83,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: 92602432928, Location: TILTON-EMERSON ST. (Lat: 40.094311, Lng: -87.643733), Route carried "on" structure: Other road 7026, Year Built: 1997, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,350 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 1,600 (year 2026), Design Load: HS 20, Features Intersected: CNRL RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.349, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.7m (51.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 92603531508, Location: 14TH ST/N&S RR (Lat: 40.101697, Lng: -87.642908), Route carried "on" structure: Other road 7010, Year Built: 2007, Status: Closed, Structure Length: 2.91m (9.55ft), Average Daily Traffic: 2,100 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 2,520 (year 2029), Design Load: HS 20, Features Intersected: N&S RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.1m (85.6ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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, Underclear: Better than present minimum 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 Find on map >>
Structure Number: 92000820115, Location: IN TILTON (Lat: 40.104669, Lng: -87.654167), Route carried "under" structure: Other road 7026, Year Built: 1964, Structure Length: 8.46m (27.76ft), Average Daily Traffic: 725 (year 2003), Truck Traffic: 1%, Features Intersected: N&S & FAU 7026(L ST), Facility Carried by Structure: I-74 (EB) Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft) Find on map >>
Structure Number: 92000920116, Location: IN TILTON (Lat: 40.104272, Lng: -87.654089), Route carried "under" structure: Other road 7026, Year Built: 1964, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 725 (year 2003), Truck Traffic: 1%, Features Intersected: N&S & FAU 7026(L ST), Facility Carried by Structure: I-74 (WB) Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft) Find on map >>
Structure Number: 92001020117, Location: IN TILTON (Lat: 40.104756, Lng: -87.649503), Route carried "under" structure: Other road 7026, Year Built: 1964, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 1,900 (year 2003), Truck Traffic: 1%, Features Intersected: "G" ST(FAU 7026), Facility Carried by Structure: I-74 (EB) Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 92001120118, Location: IN TILTON (Lat: 40.104578, Lng: -87.649492), Route carried "under" structure: Other road 7026, Year Built: 1964, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 1,900 (year 2003), Truck Traffic: 1%, Features Intersected: "G" ST(FAU 7026), Facility Carried by Structure: I-74 (WB) Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.869, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.9m (39.0ft) Find on map >>
Structure Number: 92001220119, Location: IN TILTON (Lat: 40.104775, Lng: -87.646275), Route carried "under" structure: Interstate 74, Year Built: 1964, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 50%, Features Intersected: CNRL & FR1563 & 1611 Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 92001220119, Location: IN TILTON (Lat: 40.104775, Lng: -87.646275), Route carried "under" structure: City street 8096, Year Built: 1964, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 59 (year 2003), Truck Traffic: 50%, Features Intersected: CNRL & FR1563 & 1611, Facility Carried by Structure: I-74 (WB) Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 9200132012, Location: IN TILTON (Lat: 40.104803, Lng: -87.646286), Route carried "under" structure: Interstate 74, Year Built: 1964, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 400 (year 2003), Truck Traffic: 50%, Features Intersected: CNRL & FR1563 & 1611 Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 9200132012, Location: IN TILTON (Lat: 40.104803, Lng: -87.646286), Route carried "under" structure: City street 8096, Year Built: 1964, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 59 (year 2003), Truck Traffic: 50%, Features Intersected: CNRL & FR1563 & 1611, Facility Carried by Structure: I-74 (EB) Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 0.547, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 92003820141, Location: S OF DANVILLE (Lat: 40.104939, Lng: -87.635839), Route carried "under" structure: Interstate 74, Year Built: 1965, Structure Length: 8.81m (28.90ft), Average Daily Traffic: 28,100 (year 2007), Truck Traffic: 32%, Features Intersected: I-74 & CD16.23/16.33, Facility Carried by Structure: IL.1/US 150(FAP 33 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 344.905, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.2m (56.4ft) Find on map >>
Structure Number: 92003920142, Location: AT S EDGE DANVILLE (Lat: 40.101739, Lng: -87.635700), Route carried "under" structure: Other road 7010, Year Built: 1966, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 4,200 (year 2003), Truck Traffic: 4%, Features Intersected: 14TH ST(FAU 7010), Facility Carried by Structure: IL 1 US 150 (FAP 3 Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.821, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.5m (37.7ft) Find on map >>
Structure Number: 92008720204, Location: IN TILTON (Lat: 40.104889, Lng: -87.640086), Route carried "under" structure: Interstate 74, Year Built: 1962, Structure Length: 10.90m (35.76ft), Average Daily Traffic: 27,600 (year 2007), Truck Traffic: 34%, Features Intersected: I-74&CD16.23/16.33, Facility Carried by Structure: CS5735#4005 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 344.567, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 92008720204, Location: IN TILTON (Lat: 40.104889, Lng: -87.640086), Route carried "under" structure: Interstate 74, Year Built: 1962, Structure Length: 10.90m (35.76ft), Average Daily Traffic: 2,500 (year 2005), Truck Traffic: 34%, Features Intersected: I-74&CD16.23/16.33, Facility Carried by Structure: CS5735#4005 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 92014925046, Location: IN TILTON (Lat: 40.104897, Lng: -87.639481), Route carried "under" structure: Interstate 74, Year Built: 1964, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 27,600 (year 2007), Truck Traffic: 34%, Features Intersected: I-74&CD 16.23/16.33, Facility Carried by Structure: N&W RR Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 344.616, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 92601928261, Location: SW SIDE OF TILTON (Lat: 40.099764, Lng: -87.647611), Route carried "under" structure: City street 4070, Year Built: 1980, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 150 (year 2003), Truck Traffic: 3%, Features Intersected: 8TH ST(MS 4070A), Facility Carried by Structure: "G" ST(FAU 7026) Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.4m (44.0ft) Discuss this city on our hugely popular Illinois forum Back to: Tilton, IL, Illinois, All US cities.
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