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Bridge Statistics for Moline, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Moline, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 87 Total length: 2,707 meters (8,881ft) Total costs: $69,886,000 Total average daily traffic: 1,109,745 Total average daily truck traffic: 64,480 National Bridge Inventory (NBI) Registered Bridges for Moline
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 81000517707, Location: 2.5 MI W HENRY CO (Lat: 41.454486, Lng: -90.481144), Route carried "on" structure: Interstate 74, Year Built: 1960, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,250 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 10,600 (year 2021), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.544, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81000617708, Location: 2.5 MI W HENRY CO (Lat: 41.454422, Lng: -90.480828), Route carried "on" structure: Interstate 74, Year Built: 1960, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 8,250 (year 2007), Truck Traffic: 30%, Average Future Daily Traffic: 10,600 (year 2021), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.560, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81004717752, Location: S EDGE MOLINE (Lat: 41.462339, Lng: -90.499283), Route carried "on" structure: Other road 5834, Year Built: 1938, Year Reconstructed: 1983, Status: Open, Structure Length: 28.04m (91.99ft), Average Daily Traffic: 13,600 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 23,400 (year 2026), Features Intersected: ROCK RIVER, SIDE RD, Facility Carried by Structure: 27TH ST - MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.599, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, Length of Maximum Span: 50.0m (164.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 61.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 29.44m (96.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2006, Underwater Inspection Date: July 2006, Bridge Improvement Cost: $7,044,000, Roadway Improvement Cost: $704,000, Total Project Cost: $10,566,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81009523069, Location: S EDGE MOLINE (Lat: 41.470981, Lng: -90.499231), Route carried "on" structure: State highway 5, Year Built: 1970, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 14,300 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 22,700 (year 2021), Design Load: HS 20, Features Intersected: 27TH ST-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.273, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.4 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $580,000, Roadway Improvement Cost: $58,000, Total Project Cost: $872,000, 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: 81009623068, Location: S EDGE MOLINE (Lat: 41.470675, Lng: -90.499217), Route carried "on" structure: State highway 5, Year Built: 1966, Status: Open, Structure Length: 4.35m (14.27ft), Average Daily Traffic: 14,300 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 22,700 (year 2021), Design Load: HS 20, Features Intersected: 27TH ST-MOLINE Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 7.257, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.36m (14.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $190,000, 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: 81009723067, Location: S EDGE MOLINE (Lat: 41.471919, Lng: -90.494731), Route carried "on" structure: State highway 5, Year Built: 1970, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 22,800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 28,800 (year 2021), Design Load: HS 20, Features Intersected: FAI 74 Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 7.643, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $903,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,360,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81009823064, Location: S EDGE MOLINE (Lat: 41.471258, Lng: -90.494822), Route carried "on" structure: State highway 5, Year Built: 1970, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 22,800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 28,800 (year 2021), Design Load: HS 20, Features Intersected: FAI 74 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 7.627, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.22m (23.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $24,000, Total Project Cost: $290,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81009918525, Location: 0.5 MI N OF 23RD AVE (Lat: 41.503644, Lng: -90.508453), Route carried "on" structure: Interstate 74, Year Built: 1975, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 25,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: 19TH ST-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81010018556, Location: 0.5 MI N OF 23RD AVE (Lat: 41.503311, Lng: -90.508214), Route carried "on" structure: Interstate 74, Year Built: 1975, Status: Open, Structure Length: 17.47m (57.32ft), Average Daily Traffic: 25,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: 19TH ST-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81010118561, Location: 0.7 MI N OF 23RD AVE (Lat: 41.500428, Lng: -90.508042), Route carried "on" structure: Interstate 74, Year Built: 1975, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 25,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 39,700 (year 2027), Design Load: HS 20+Mod, Features Intersected: 12TH AVE-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 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, Underclear: Equal to present minimum 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 Find on map >>
Structure Number: 81010218576, Location: 0.7 MI N OF 23RD AVE (Lat: 41.500428, Lng: -90.507578), Route carried "on" structure: Interstate 74, Year Built: 1975, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 25,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 39,700 (year 2027), Design Load: HS 20+Mod, Features Intersected: 12TH AVE-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81010323063, Location: .2 MI N 23RD AVE (Lat: 41.494017, Lng: -90.506239), Route carried "on" structure: Interstate 74, Year Built: 1971, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 25,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: 19TH ST S.B.-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.912, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.7 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: Equal to 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: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81010423062, Location: .2 MI S 23RD AVE (Lat: 41.493578, Lng: -90.506386), Route carried "on" structure: Interstate 74, Year Built: 1971, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 25,050 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 32,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: 19TH ST S.B.-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.944, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.0 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81010523061, Location: 1.5 MI S ILL 92 (Lat: 41.490853, Lng: -90.504589), Route carried "on" structure: Other road 5773, Year Built: 1970, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 10,700 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 15,100 (year 2021), Design Load: HS 20+Mod, Features Intersected: FAI 74, Facility Carried by Structure: 23RD AVE-MOLINE Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.255, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 36.0m (118.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.2 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: 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: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81010723059, Location: .5 MI S 23RD AVE (Lat: 41.485683, Lng: -90.499722), Route carried "on" structure: Other road 5836, Year Built: 1971, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 3,400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 6,100 (year 2021), Design Load: HS 20+Mod, Features Intersected: FAI 74, Facility Carried by Structure: 26TH ST-MOLINE Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 2.735, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 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: 26.9m (88.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,305,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,957,000, 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: 81010823058, Location: .6 MI S 23RD AVE (Lat: 41.484308, Lng: -90.498233), Route carried "on" structure: Alternate Other road 5834, Year Built: 1971, Status: Open, Structure Length: 7.14m (23.43ft), Average Daily Traffic: 4,150 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 6,800 (year 2021), Design Load: HS 20, Features Intersected: FAI 74, Facility Carried by Structure: 27TH ST N.B.-MOLIN Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,217,000, 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: 81011123052, Location: .6 MI S IOWA LINE (Lat: 41.510231, Lng: -90.511731), Route carried "on" structure: Ramp Interstate 74, Year Built: 1974, Status: Open, Structure Length: 31.82m (104.40ft), Average Daily Traffic: 8,400 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: 3RD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 8101122305, Location: .6 MI S IOWA LINE (Lat: 41.510375, Lng: -90.511303), Route carried "on" structure: Ramp Interstate 74, Year Built: 1974, Status: Open, Structure Length: 36.30m (119.09ft), Average Daily Traffic: 7,500 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 11,100 (year 2020), Design Load: HS 20+Mod, Features Intersected: 3RD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81011318583, Location: .8 MI S IOWA LINE (Lat: 41.507742, Lng: -90.509311), Route carried "on" structure: Ramp Interstate 74, Year Built: 1975, Status: Open, Structure Length: 22.04m (72.31ft), Average Daily Traffic: 5,500 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 5,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: ILL 92 EB (6TH AV) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.9 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81011418584, Location: .8 MI S IOWA LINE (Lat: 41.507892, Lng: -90.508878), Route carried "on" structure: Ramp Interstate 74, Year Built: 1975, Status: Open, Structure Length: 31.49m (103.31ft), Average Daily Traffic: 6,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: IL 92 EB (6TH AVE) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.9 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81011518605, Location: 1.1 MI S IOWA LINE (Lat: 41.503947, Lng: -90.508667), Route carried "on" structure: Ramp Interstate 74, Year Built: 1975, Status: Open, Structure Length: 20.30m (66.60ft), Average Daily Traffic: 4,450 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 6,600 (year 2021), Design Load: HS 20+Mod, Features Intersected: 19TH ST-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81011618624, Location: 1.1 MI S IOWA LINE (Lat: 41.503200, Lng: -90.508136), Route carried "on" structure: Ramp Interstate 74, Year Built: 1975, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 4,750 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 6,600 (year 2021), Design Load: HS 20+Mod, Features Intersected: 19TH ST-MOLINE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 81014221338, Location: APPROACH TO MISS RIV (Lat: 41.509478, Lng: -90.510750), Route carried "on" structure: Interstate 74, Year Built: 1975, Year Reconstructed: 2003, Status: Open, Structure Length: 87.25m (286.25ft), Average Daily Traffic: 35,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 50,500 (year 2021), Design Load: HS 20, Features Intersected: IL 92EB&WB(1-7TH AV) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Lanes under structure: 19, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 26, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81014321339, Location: APPROACH TO MISS RIV (Lat: 41.509550, Lng: -90.510569), Route carried "on" structure: Interstate 74, Year Built: 1975, Year Reconstructed: 2003, Status: Open, Structure Length: 87.52m (287.14ft), Average Daily Traffic: 35,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 50,500 (year 2020), Design Load: HS 20, Features Intersected: IL 92EB&WB(1-7TH AV) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, Lanes under structure: 19, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 26, Length of Maximum Span: 71.6m (234.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81014429651, Location: 0.2 MI. E. OF US 150 (Lat: 41.452806, Lng: -90.481750), Route carried "on" structure: US 6, Year Built: 1993, Status: Open, Structure Length: 4.92m (16.14ft), Average Daily Traffic: 11,800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 16,200 (year 2026), Design Load: HS 20, Features Intersected: COAL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.946, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable 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 48 months, Inspection Date: August 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81015631234, Location: .04MI S JOHN DEER RD (Lat: 41.468189, Lng: -90.536514), Route carried "on" structure: Other road 5785, Year Built: 2006, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 4,009 (year 2006), Average Future Daily Traffic: 4,811 (year 2028), Features Intersected: MILAN BELTWAY, Facility Carried by Structure: 52ND AVE Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 0.064, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 81015936039, Location: I74 OVR I280 S OF RR (Lat: 41.458144, Lng: -90.495303), Route carried "on" structure: Interstate 74, Year Built: 2002, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 13,800 (year 2026), Design Load: HS 20, Features Intersected: FAI 280 Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 7.224, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal 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 Find on map >>
Structure Number: 8101603604, Location: I74 OVR I280S OF RR (Lat: 41.458008, Lng: -90.495297), Route carried "on" structure: Interstate 74, Year Built: 2002, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 13,800 (year 2027), Design Load: HS 20, Features Intersected: FAI 280 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 7.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal 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 Find on map >>
Structure Number: 81016136041, Location: S EDGE MOLINE (Lat: 41.461983, Lng: -90.495272), Route carried "on" structure: Interstate 74, Year Built: 2002, Status: Open, Structure Length: 27.08m (88.85ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 14,300 (year 2025), Design Load: HS 20, Features Intersected: ROCK RIVER SIDE RDS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.790, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 8 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 59.5m (195.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81016236042, Location: S EDGE MOLINE (Lat: 41.461856, Lng: -90.495275), Route carried "on" structure: Interstate 74, Year Built: 2002, Status: Open, Structure Length: 27.08m (88.85ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 14,300 (year 2025), Design Load: HS 20, Features Intersected: ROCK RIVER SIDE RDS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.806, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 59.5m (195.2ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 82.8 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81016636138, Location: S EDGE MOLINE (Lat: 41.457850, Lng: -90.496689), Route carried "on" structure: Other road 5834, Year Built: 2005, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 13,600 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 16,800 (year 2027), Design Load: HS 20, Features Intersected: FAI 280, Facility Carried by Structure: 27TH ST. - MOLINE Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 6.050, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.7m (71.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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 Find on map >>
Structure Number: 81201620887, Location: .4MI E 7TH ST MOLINE (Lat: 41.471319, Lng: -90.520425), Route carried "on" structure: State highway 5, Year Built: 1987, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 14,050 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 15,200 (year 2021), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.503, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2007 Find on map >>
Structure Number: 81201707179, Location: .25 MI E 44TH ST-R I (Lat: 41.469667, Lng: -90.537131), Route carried "on" structure: City street 5961, Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 26,600 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 30,400 (year 2020), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: ILL 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Fair, Culverts: Very good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2006 Find on map >>
Structure Number: 81201807187, Location: .4MI E 7TH ST-MOLINE (Lat: 41.468986, Lng: -90.520239), Route carried "on" structure: City street 2630, Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 409 (year 1996), Truck Traffic: 2%, Average Future Daily Traffic: 475 (year 2021), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: 43RD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2003, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81202020891, Location: .15MI E 16TH ST MOL. (Lat: 41.471083, Lng: -90.503994), Route carried "on" structure: State highway 5, Year Built: 1987, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 28,600 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 45,400 (year 2021), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.887, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.6m (8.5ft) Condition: Channel: Good, Culverts: Satisfactory, 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: 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: March 2008 Find on map >>
Structure Number: 81304617851, Location: 1 MI W COAL VALLEY (Lat: 41.442928, Lng: -90.485189), Route carried "on" structure: Other road 5793, Year Built: 1966, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 350 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2025), Design Load: HS 15, Features Intersected: COAL CREEK, Facility Carried by Structure: 78TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81605000921, Location: BLACKHAWK CAMPUS (Lat: 41.478297, Lng: -90.461308), Route carried "on" structure: Other road 5782, Year Built: 1967, Status: Open, Structure Length: 8.89m (29.17ft), Average Daily Traffic: 3,900 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 6,300 (year 2025), Design Load: HS 20, Features Intersected: STREAM & PARKING RMP, Facility Carried by Structure: 34TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.352, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81605100749, Location: NW CORNER OF MOLINE (Lat: 41.507003, Lng: -90.516819), Route carried "on" structure: Other road 5860, Year Built: 1982, Status: Open, Structure Length: 29.75m (97.60ft), Average Daily Traffic: 2,050 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 14,000 (year 2025), Design Load: HS 20, Features Intersected: 3RD&4TH AV15TH ST&RR, Facility Carried by Structure: 16TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2006, Critical Feature Inspection Date: May 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 81605200701, Location: SW MOLINE (Lat: 41.464067, Lng: -90.506761), Route carried "on" structure: Other road 5785, Year Built: 1975, Year Reconstructed: 2003, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 4,450 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 21,600 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 52ND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Very good, Superstructure: Good, 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: Better than 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 48 months, Inspection Date: November 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81605327532, Location: IN MOLINE (Lat: 41.500444, Lng: -90.515583), Route carried "on" structure: Other road 5768, Year Built: 1991, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 4,250 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,200 (year 2025), Design Load: HS 20, Features Intersected: 15TH STREET, Facility Carried by Structure: 12TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft) 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, 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: 81605413821, Location: E OF 16 ST SOUTHPARK (Lat: 41.466739, Lng: -90.505633), Route carried "on" structure: City street 2530, Year Built: 1973, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,000 (year 1999), Truck Traffic: 2%, Average Future Daily Traffic: 4,000 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 44 TH AVE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 3, Owner: Private, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81605513823, Location: E OF 16 ST SOUTHPARK (Lat: 41.466122, Lng: -90.505631), Route carried "on" structure: City street 2565, Year Built: 1973, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3,009 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 3,050 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 46TH AVE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 81605613832, Location: E OF 16 ST SOUTHPARK (Lat: 41.465858, Lng: -90.505628), Route carried "on" structure: City street 2577, Year Built: 1973, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,009 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 2,050 (year 2025), Design Load: HS 20, Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: 47 TH AVE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 81605726558, Location: .4 MI. E. 7TH STREET (Lat: 41.464206, Lng: -90.520125), Route carried "on" structure: Other road 5785, Year Built: 1987, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 4,550 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 15,600 (year 2025), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: 52ND AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft) Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2003 Find on map >>
Structure Number: 81990117701, Location: MOLINE (Lat: 41.521831, Lng: -90.513372), Route carried "on" structure: Interstate 74, Year Built: 1935, Year Reconstructed: 1975, Status: Open, Structure Length: 156.94m (514.90ft), Average Daily Traffic: 35,400 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 50,500 (year 2017), Design Load: HS 20, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 7.11m (23.33ft), Kilometerpoint: 0.032, Lanes on structure: 2, Base Highway Network: Yes, Owner: Private, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 20.1m (65.9ft), Horizontal Clearance: 216.4m (710.0ft)), Material/Design: Steel continuous, Design/Construction: Suspension, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 41, Length of Maximum Span: 225.6m (740.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 156.94m (514.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2004, Bridge Improvement Cost: $17,739,000, Roadway Improvement Cost: $1,774,000, Total Project Cost: $26,609,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Discuss this city on our hugely popular Illinois forum Back to: Moline, IL, Illinois, All US cities.
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