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Bridge Statistics for Galesburg, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Galesburg, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 76 Total length: 495 meters (1,624ft) Total costs: $9,140,000 Total average daily traffic: 427,729 Total average daily truck traffic: 62,375 National Bridge Inventory (NBI) Registered Bridges for Galesburg
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 4800051091, Location: IN GALESBURG (Lat: 40.972908, Lng: -90.334339), Route carried "on" structure: Interstate 74, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 10,129 (year 2023), Design Load: HS 20+Mod, Features Intersected: BN(079799R)&LINCOLN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.352, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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 minimum 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48000610911, Location: IN GALESBURG (Lat: 40.972683, Lng: -90.334567), Route carried "on" structure: Interstate 74, Year Built: 1965, Status: Open, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 10,129 (year 2023), Design Load: HS 20+Mod, Features Intersected: BN(079799R)&LINCOLN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.368, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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 minimum 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48000710912, Location: N.GALESBURG INTERCH (Lat: 40.949336, Lng: -90.333489), Route carried "on" structure: Interstate 74, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 10,422 (year 2020), Design Load: HS 20+Mod, Features Intersected: AT&SF RR (004648T) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.039, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, 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: High priority of replacement, Underclear: Equal to present desirable criteria, 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: 48000810913, Location: N GALESBURG INTERCH (Lat: 40.949186, Lng: -90.333511), Route carried "on" structure: Interstate 74, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 29%, Average Future Daily Traffic: 10,422 (year 2020), Design Load: HS 20+Mod, Features Intersected: AT&SF RR (004648T) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.055, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.9 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: High priority of replacement, Underclear: Equal to present desirable criteria, 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: 48000910914, Location: GALESBURG INERCH (Lat: 40.947019, Lng: -90.334075), Route carried "on" structure: Interstate 74, Year Built: 1963, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 8,850 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 11,000 (year 2017), Design Load: HS 20+Mod, Features Intersected: MAIN (FAU 6800) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.296, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $844,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,266,000, 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: 48001010915, Location: GALESBURG INTERCH (Lat: 40.946961, Lng: -90.333592), Route carried "on" structure: Interstate 74, Year Built: 1963, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 8,850 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 11,000 (year 2017), Design Load: HS 20+Mod, Features Intersected: E. MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 77.312, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 79.2 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: Somewhat better than minimum adequacy, 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: 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: 48001910926, Location: NE OF GALESBURG (Lat: 40.984036, Lng: -90.336742), Route carried "on" structure: US 34, Year Built: 1965, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,750 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 6,619 (year 2024), Design Load: HS 20, Features Intersected: I-74 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.830, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.3 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: Somewhat better than minimum adequacy, 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: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48002010927, Location: NE OF GALESBURG (Lat: 40.983919, Lng: -90.336750), Route carried "on" structure: US 34, Year Built: 1965, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,750 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 5,915 (year 2020), Design Load: HS 20, Features Intersected: I-74 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.814, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.3 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: Somewhat better than minimum adequacy, 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48002110928, Location: N CL OF GALESBURG (Lat: 40.978758, Lng: -90.382778), Route carried "on" structure: US 34, Year Built: 1965, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 3,900 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 6,267 (year 2020), Design Load: HS 20, Features Intersected: US 150 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.727, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48002210929, Location: N CL OF GALESBURG (Lat: 40.979022, Lng: -90.382767), Route carried "on" structure: US 34, Year Built: 1965, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 6,244 (year 2021), Design Load: HS 20, Features Intersected: US 150 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.743, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48002410932, Location: 1 BLK S MAIN ST (Lat: 40.945917, Lng: -90.383500), Route carried "on" structure: Other road 6791, Year Built: 1900, Year Reconstructed: 1971, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 13,743 (year 2021), Design Load: HS 20, Features Intersected: CEDAR CR DR DIT, Facility Carried by Structure: HENDERSON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.020, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48002910937, Location: 1 MI N OF US 34 (Lat: 40.988017, Lng: -90.382672), Route carried "on" structure: US 150, Year Built: 1928, Year Reconstructed: 1959, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 5,100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 6,787 (year 2020), Design Load: HS 20, Features Intersected: LAKE STOREY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.687, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.1 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 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 48004811057, Location: 1 MI NW KNOXVILLE (Lat: 40.930575, Lng: -90.317431), Route carried "on" structure: City street 5050, Year Built: 1963, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 325 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 373 (year 2019), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: BRICKYARD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), 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: 49.5 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48005811166, Location: S OF GALESBURG INTER (Lat: 40.940061, Lng: -90.331761), Route carried "on" structure: Other road 6814, Year Built: 1964, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 981 (year 2024), Design Load: HS 20, Features Intersected: I-74, Facility Carried by Structure: KNOX ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.5m (83.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 4800591097, Location: 1 MI N GALESBURG INT (Lat: 40.961922, Lng: -90.331653), Route carried "on" structure: Other road 6776, Year Built: 1963, Year Reconstructed: 1999, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 950 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,161 (year 2022), Design Load: HS 15, Features Intersected: I-74, Facility Carried by Structure: CH 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.6m (67.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 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: 48006511043, Location: W 150&34 INTERCHANGE (Lat: 40.983742, Lng: -90.344669), Route carried "on" structure: City street 601, Year Built: 1965, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 125 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 189 (year 2020), Design Load: HS 15, Features Intersected: US 34 BYPASS, Facility Carried by Structure: TR 74 FARNHAM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.61m (18.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $596,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48006725587, Location: 1 MI E OF US 150 (Lat: 40.983797, Lng: -90.365992), Route carried "on" structure: Other road 6801, Year Built: 1972, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 7,200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 8,591 (year 2020), Design Load: HS 20, Features Intersected: US 34 BYPASS, Facility Carried by Structure: SEMINARY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 64.8 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: Somewhat better than minimum adequacy, 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48006825588, Location: 0.6 MI E OF US 150 (Lat: 40.982450, Lng: -90.373553), Route carried "on" structure: Other road 6809, Year Built: 1965, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 1,200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 2,104 (year 2022), Design Load: HS 20, Features Intersected: US 34 BYPASS, Facility Carried by Structure: LINCOLN PARK DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 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, Underclear: High priority of corrective action, 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 Find on map >>
Structure Number: 48006925589, Location: NW EDGE OF GALESBURG (Lat: 40.962433, Lng: -90.402678), Route carried "on" structure: Other road 6790, Year Built: 1971, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,950 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 3,310 (year 2020), Design Load: HS 15, Features Intersected: US 34 BYPASS, Facility Carried by Structure: FREMONT ST FAU 679 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $51,000, Total Project Cost: $758,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 48007323941, Location: 0.3 M W CEMETERY RD (Lat: 40.947653, Lng: -90.409656), Route carried "on" structure: US 34, Year Built: 1976, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 7,109 (year 2022), Design Load: HS 20, Features Intersected: W. MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.334, Lanes on structure: 4, Lanes under structure: 4, 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: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 57.6 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,009,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,514,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48007423942, Location: 0.3 M W CEMETERY RD (Lat: 40.947639, Lng: -90.410039), Route carried "on" structure: US 34, Year Built: 1976, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,800 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 7,215 (year 2023), Design Load: HS 20, Features Intersected: W MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 68.318, Lanes on structure: 4, Lanes under structure: 4, 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: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.6 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: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,009,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,514,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48007628601, Location: SW EDGE OF GALESBURG (Lat: 40.942597, Lng: -90.409761), Route carried "on" structure: US 34, Year Built: 1979, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 4,750 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 7,053 (year 2022), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.9 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: 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: 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: 48007728602, Location: SW EDGE OF GALESBURG (Lat: 40.943050, Lng: -90.409783), Route carried "on" structure: US 34, Year Built: 1979, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 4,750 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 7,053 (year 2022), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 67.691, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: 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: 48007828603, Location: SW GALESBURG AIRPORT (Lat: 40.924322, Lng: -90.441025), Route carried "on" structure: Other road 6779, Year Built: 1979, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 153 (year 2024), Design Load: HS 20, Features Intersected: US 34, Facility Carried by Structure: MS #0101 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 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: 36.3m (119.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 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, Underclear: Meets minimum limits, 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: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 48200315027, Location: 0.7M E OF COUNTY LN (Lat: 40.928958, Lng: -90.429450), Route carried "on" structure: US 34, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,500 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 12,675 (year 2020), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.325, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: 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, 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 Find on map >>
Structure Number: 48319811168, Location: SE-12-T11NR1E (Lat: 40.949125, Lng: -90.330442), Route carried "on" structure: City street 651, Year Built: 1900, Status: Posted for load, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 900 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 1,105 (year 2023), Design Load: HS 20, Features Intersected: AT&SF RR (004647L), Facility Carried by Structure: N. SOANGETAHA RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Railroad, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft) 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: Meets minimum limits, Length Of Structure Improvement: 5.33m (17.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $602,000 ( Estimate for 2001), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 48328613007, Location: NW-27-T11NR1E (Lat: 40.916944, Lng: -90.375781), Route carried "on" structure: Other road 6838, Year Built: 1985, Status: Open, Structure Length: 61.83m (202.85ft), Average Daily Traffic: 3,250 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 5,650 (year 2017), Design Load: HS 20, Features Intersected: BN RR & GRAVEL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 50.3m (165.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 48331017659, Location: 0.75 MI E OF US 34 (Lat: 40.942569, Lng: -90.402703), Route carried "on" structure: State highway 41, Year Built: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,950 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 10,100 (year 2017), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.179, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2004, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 48500611005, Location: N1/2-32-T12NR1E (Lat: 40.989092, Lng: -90.411553), Route carried "on" structure: Other road 6778, Year Built: 1928, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 712 (year 2023), Features Intersected: OVER-FLOW LAKE STORY, Facility Carried by Structure: COUNTY HIGHWAY 30 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008 Find on map >>
Structure Number: 48600010918, Location: 500 BLK W. MAIN (Lat: 40.947519, Lng: -90.379042), Route carried "on" structure: US 150, Year Built: 1900, Status: Open, Structure Length: 2.25m (7.38ft), Average Daily Traffic: 9,400 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 17,345 (year 2023), Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.563, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4860011093, Location: SE-10-T11NR1E (Lat: 40.952250, Lng: -90.364558), Route carried "on" structure: Other road 6801, Year Built: 1900, Year Reconstructed: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,900 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,149 (year 2021), Features Intersected: CEDAR CREEK, Facility Carried by Structure: SEMINARY STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 4.2m (13.8ft), Right: 4.2m (13.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $204,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 48600208305, Location: SW-18-T11NR1E (Lat: 40.934972, Lng: -90.441058), Route carried "on" structure: Other road 6779, Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 130 (year 2023), Design Load: HS 20, Features Intersected: CEDAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48600322432, Location: 1100 BLK E. LOSEY (Lat: 40.954739, Lng: -90.353369), Route carried "on" structure: Other road 6792, Year Built: 1925, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 6,700 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 9,392 (year 2023), Features Intersected: CEDAR CREEK, Facility Carried by Structure: LOSEY ST. GALESBUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.135, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: Febuary 2007, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 48600431299, Location: NW-19-T11NR1E (Lat: 40.928217, Lng: -90.441128), Route carried "on" structure: Other road 6779, Year Built: 1995, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 75 (year 2007), Average Future Daily Traffic: 125 (year 2017), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: CO. LINE RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.816, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.3m (24.0ft) Condition: Deck: 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: 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: Febuary 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: 48600532756, Location: NE-34-T12NR1E (Lat: 40.987078, Lng: -90.372922), Route carried "on" structure: City street 9005, Year Built: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 325 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 653 (year 2020), Design Load: HS 20, Features Intersected: TRIB S HENDERSON CRK, Facility Carried by Structure: PARK ROAD 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), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 48600627434, Location: NW-16-T11N-R1E (Lat: 40.943167, Lng: -90.395653), Route carried "on" structure: Other road 6783, Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,450 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 4,404 (year 2023), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: MCCLURE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $12,000, Total Project Cost: $177,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48600827435, Location: N OF AT&SF RR (Lat: 40.944553, Lng: -90.389500), Route carried "on" structure: City street 351, Year Built: 1930, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 100 (year 2023), Features Intersected: CEDAR CREEK, Facility Carried by Structure: DIETERICH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $155,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 48600927436, Location: N OF AT&SF RR (Lat: 40.949694, Lng: -90.374178), Route carried "on" structure: City street 437, Year Built: 1930, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 700 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 777 (year 2023), Features Intersected: CEDAR CREEK, Facility Carried by Structure: N. WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.043, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 5.2m (17.1ft), Right: 5.2m (17.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $112,000, Roadway Improvement Cost: $11,000, Total Project Cost: $168,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 48601127437, Location: N.OF WATER ST. (Lat: 40.950269, Lng: -90.371056), Route carried "on" structure: Other road 6793, Year Built: 1930, Year Reconstructed: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 6,492 (year 2023), Design Load: HS 20, Features Intersected: CEDAR CREEK CHANNEL, Facility Carried by Structure: BROAD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.928, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $24,000, Total Project Cost: $369,000, 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: 48601327438, Location: ON CHERRY N.OF WATER (Lat: 40.950517, Lng: -90.369633), Route carried "on" structure: City street 451, Year Built: 1930, Year Reconstructed: 2004, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,550 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,137 (year 2023), Design Load: HS 20+Mod, Features Intersected: CEDAR CREEK, Facility Carried by Structure: N. CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.027, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $204,000 ( Estimate for 2001), 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: 48601427439, Location: 200 BLK N. PRAIRIE (Lat: 40.950536, Lng: -90.367975), Route carried "on" structure: Other road 6797, Year Built: 1930, Year Reconstructed: 2002, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,250 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 3,756 (year 2023), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: PRAIRIE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: Better than 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, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $14,000, Total Project Cost: $204,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 4860152744, Location: ON KELLOGG S.- NORTH (Lat: 40.951256, Lng: -90.366269), Route carried "on" structure: City street 463, Year Built: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,349 (year 2021), Features Intersected: CEDAR CREEK, Facility Carried by Structure: N. KELLOGG ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, 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: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 4.2m (13.8ft), Right: 4.2m (13.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 48601627441, Location: ON NORTH E.OF KELLOG (Lat: 40.951081, Lng: -90.365328), Route carried "on" structure: Other road 6794, Year Built: 1930, Year Reconstructed: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,600 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 2,693 (year 2023), Features Intersected: CEDAR FORK CHANNEL, Facility Carried by Structure: NORTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 4.0m (13.1ft), Right: 4.0m (13.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $605,000, 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: 48601732352, Location: E. OF BROAD ST (Lat: 40.936200, Lng: -90.370769), Route carried "on" structure: Other road 6818, Year Built: 1998, Status: Open, Structure Length: 24.37m (79.95ft), Average Daily Traffic: 3,200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 4,086 (year 2020), Design Load: HS 20, Features Intersected: BN RR (062986X), Facility Carried by Structure: E. THIRD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 65.5m (214.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular Illinois forum Back to: Galesburg, IL, Illinois, All US cities.
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