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Bridge Statistics for Collinsville, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Collinsville, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 34 Total length: 238 meters (781ft) Total costs: $374,000 Total average daily traffic: 606,777 Total average daily truck traffic: 95,744 National Bridge Inventory (NBI) Registered Bridges for Collinsville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 60001014236, Location: FAI 70 OVER CANTEEN (Lat: 38.665217, Lng: -90.056589), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 22,950 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 37,400 (year 2026), Design Load: HS 20, Features Intersected: CANTEEN CREEK, Facility Carried by Structure: FAI 70 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.451, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 60001114237, Location: FAI 70 OVER CANTEEN (Lat: 38.665261, Lng: -90.056439), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1991, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 22,950 (year 2005), Truck Traffic: 20%, Average Future Daily Traffic: 37,400 (year 2026), Design Load: HS 20, Features Intersected: CANTEEN CREEK, Facility Carried by Structure: FAI 70 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.467, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, 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: 60001214238, Location: JCT 70 W COLLNVILLE (Lat: 38.680550, Lng: -90.011639), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 19,700 (year 2005), Truck Traffic: 27%, Average Future Daily Traffic: 33,200 (year 2026), Design Load: HS 20+Mod, Features Intersected: ILL 157, Facility Carried by Structure: FAI 70 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.602, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present 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: 60001314239, Location: JCT FAI 70 & ILL 157 (Lat: 38.680731, Lng: -90.011600), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1989, Status: Open, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 19,700 (year 2005), Truck Traffic: 27%, Average Future Daily Traffic: 33,200 (year 2026), Design Load: HS 20+Mod, Features Intersected: ILL 157, Facility Carried by Structure: FAI 70 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.635, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present 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: 6000141424, Location: COLLINSVILLE (Lat: 38.687183, Lng: -90.004508), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 1989, Status: Open, Structure Length: 7.87m (25.82ft), Average Daily Traffic: 19,700 (year 2005), Truck Traffic: 27%, Average Future Daily Traffic: 33,200 (year 2026), Design Load: HS 20+Mod, Features Intersected: COLLINSVLE BELTLINE, Facility Carried by Structure: FAI 70 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.520, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: Better than 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: 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: 60001514241, Location: COLLINSVILLE (Lat: 38.687167, Lng: -90.004661), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 1989, Status: Open, Structure Length: 7.87m (25.82ft), Average Daily Traffic: 19,700 (year 2005), Truck Traffic: 27%, Average Future Daily Traffic: 33,200 (year 2026), Design Load: HS 20, Features Intersected: COLLINSVLE BELTLINE, Facility Carried by Structure: FAI 70 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.552, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: Better than 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: 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: 60014414391, Location: 1.25 M S ILL 111 (Lat: 38.666531, Lng: -90.065628), Route carried "on" structure: Other road 9108, Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 4.50m (14.76ft), Average Daily Traffic: 1,150 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,800 (year 2025), Design Load: HS 20, Features Intersected: CAHOKIA CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.011, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.5 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 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60014514392, Location: 1.32 M S ILL 111 (Lat: 38.665386, Lng: -90.065708), Route carried "on" structure: Other road 9108, Year Built: 1955, Year Reconstructed: 1995, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 1,150 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,800 (year 2025), Design Load: HS 20, Features Intersected: CANTEEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60020515971, Location: 1.4MI W OF ILL 157 (Lat: 38.671767, Lng: -90.033097), Route carried "on" structure: Ramp Interstate 255, Year Built: 1986, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 7,509 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 10,400 (year 2025), Design Load: HS 20, Features Intersected: FAI 55,70;US 40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 60026329889, Location: COLLINSVILLE (Lat: 38.660147, Lng: -90.017917), Route carried "on" structure: State highway 157, Year Built: 1992, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 11,800 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 14,040 (year 2021), Design Load: HS 20, Features Intersected: ST LOUIS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.668, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.1 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 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: 60026429326, Location: .5MI W FAIRMOUNT TRK (Lat: 38.659525, Lng: -90.039917), Route carried "on" structure: Other road 9128, Year Built: 1991, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 9,100 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 13,500 (year 2027), Design Load: HS 20, Features Intersected: CANTEEN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 4, Owner: State Highway Agency, 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: 25.3m (83.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 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 48 months, Inspection Date: Febuary 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: 60201916303, Location: 0.49 E ILL 157 (Lat: 38.686708, Lng: -90.005139), Route carried "on" structure: Interstate 55, Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 39,400 (year 2005), Truck Traffic: 27%, Average Future Daily Traffic: 65,800 (year 2026), Features Intersected: STREAM, Facility Carried by Structure: FAI 70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.455, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006 Find on map >>
Structure Number: 60202228332, Location: 0.15MI EAST OF IL157 (Lat: 38.687061, Lng: -90.006836), Route carried "on" structure: Other road 9122, Year Built: 1933, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 22,400 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 30,700 (year 2027), Design Load: HS 20, Features Intersected: BRUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 89.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: 60308114486, Location: .05 S OF SA 30 (Lat: 38.687942, Lng: -90.026183), Route carried "on" structure: City street 6094, Year Built: 1901, Year Reconstructed: 2001, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 3,250 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 2,600 (year 2023), Design Load: HS 20, Features Intersected: SCHOOL HOUSE BRANCH, Facility Carried by Structure: EASTPORT PLAZA DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.266, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, 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: 14.6m (47.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 36.9 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: 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: May 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 60630125961, Location: PARK (Lat: 38.674567, Lng: -89.967925), Route carried "on" structure: City street 7205, Year Built: 1956, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 850 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,200 (year 2023), Design Load: H 10, Features Intersected: CANTEEN CREEK, Facility Carried by Structure: MULBERRY ST/ TR 20 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2005, Critical Feature Inspection Date: Febuary 2006, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $90,000, Total Project Cost: $374,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60630325963, Location: .1 MI SE IL 159 (Lat: 38.660878, Lng: -89.982383), Route carried "on" structure: Other road 9134, Year Built: 1960, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,200 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 1,600 (year 2023), Design Load: HS 15, Features Intersected: CANTEEN CREEK, Facility Carried by Structure: CLINTON ST/ FAU 91 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 60630436258, Location: .8MI SE IL 159, Route carried "on" structure: City street 1307, Year Built: 2003, Status: Open, Structure Length: 1.35m (4.43ft), Average Daily Traffic: 1,700 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 2,400 (year 2023), Design Load: HS 20, Features Intersected: CANTEEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2005 Find on map >>
Structure Number: 82202308662, Location: .1M N CITYLMT IL 159 (Lat: 38.657497, Lng: -89.986367), Route carried "on" structure: State highway 159, Year Built: 1901, Year Reconstructed: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 9,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 24,400 (year 2027), Design Load: HS 20, Features Intersected: CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.362, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: April 2007 Find on map >>
Structure Number: 60001214238, Location: JCT 70 W COLLNVILLE (Lat: 38.680550, Lng: -90.011639), Route carried "under" structure: State highway 157, Year Built: 1960, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 24,800 (year 2007), Truck Traffic: 5%, Features Intersected: ILL 157, Facility Carried by Structure: FAI 70 EB Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 26.001, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft) Find on map >>
Structure Number: 60001314239, Location: JCT FAI 70 & ILL 157 (Lat: 38.680731, Lng: -90.011600), Route carried "under" structure: State highway 157, Year Built: 1960, Structure Length: 9.68m (31.76ft), Average Daily Traffic: 24,800 (year 2007), Truck Traffic: 5%, Features Intersected: ILL 157, Facility Carried by Structure: FAI 70 WB Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 26.034, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.6m (87.3ft) Find on map >>
Structure Number: 6000141424, Location: COLLINSVILLE (Lat: 38.687183, Lng: -90.004508), Route carried "under" structure: Other road 9122, Year Built: 1959, Structure Length: 7.87m (25.82ft), Average Daily Traffic: 22,400 (year 2006), Truck Traffic: 2%, Features Intersected: COLLINSVLE BELTLINE, Facility Carried by Structure: FAI 70 EB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.434, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 60001514241, Location: COLLINSVILLE (Lat: 38.687167, Lng: -90.004661), Route carried "under" structure: Other road 9122, Year Built: 1959, Structure Length: 7.87m (25.82ft), Average Daily Traffic: 22,400 (year 2006), Truck Traffic: 2%, Features Intersected: COLLINSVLE BELTLINE, Facility Carried by Structure: FAI 70 WB Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.418, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: 60014614393, Location: 1.5MI S OF ILL 111 (Lat: 38.662792, Lng: -90.066189), Route carried "under" structure: Interstate 55, Year Built: 1961, Structure Length: 16.10m (52.82ft), Average Daily Traffic: 22,950 (year 2005), Truck Traffic: 20%, Features Intersected: FAI 70, Facility Carried by Structure: FAU 9108 Minimum Vertical Clearance: 0.49m (1.61ft), Kilometerpoint: 12.454, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 60020515971, Location: 1.4MI W OF ILL 157 (Lat: 38.671767, Lng: -90.033097), Route carried "under" structure: Interstate 55, Year Built: 1986, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 44,500 (year 2005), Truck Traffic: 21%, Features Intersected: FAI 55,70;US 40 Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 15.511, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 60020616025, Location: FAI255 OVER FAI55,70 (Lat: 38.672864, Lng: -90.029261), Route carried "under" structure: Interstate 55, Year Built: 1986, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 49,400 (year 2005), Truck Traffic: 23%, Features Intersected: I55,70 RAMPS 5+6 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 15.833, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft) Find on map >>
Structure Number: 60020716054, Location: FAI255 OVER FAI55,70 (Lat: 38.672803, Lng: -90.029478), Route carried "under" structure: Interstate 55, Year Built: 1986, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 49,400 (year 2005), Truck Traffic: 23%, Features Intersected: I 55-70/RAMPS 5&6 Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 15.784, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft) Find on map >>
Structure Number: 60021116243, Location: 1.35MI W OF ILL 157 (Lat: 38.671519, Lng: -90.033961), Route carried "under" structure: Interstate 55, Year Built: 1986, Structure Length: 10.73m (35.20ft), Average Daily Traffic: 44,500 (year 2005), Truck Traffic: 21%, Features Intersected: FAI 55/70 Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 15.414, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.5m (155.8ft) Find on map >>
Structure Number: 60021402835, Location: N OF FAI 55,70;US 40 (Lat: 38.676144, Lng: -90.029997), Route carried "under" structure: Ramp Interstate 255, Year Built: 1987, Structure Length: 11.64m (38.19ft), Average Daily Traffic: 7,509 (year 2005), Truck Traffic: 7%, Features Intersected: RP 1/RDWY B Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 0.451, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft) Find on map >>
Structure Number: 60021620321, Location: 1.2MI W ILL 157 (Lat: 38.690653, Lng: -90.030022), Route carried "under" structure: Other road 9111, Year Built: 1987, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 4%, Features Intersected: CH 35/FAU 9111, Facility Carried by Structure: FAI 255 NB Minimum Vertical Clearance: 8.97m (29.43ft), Kilometerpoint: 6.146, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 60021720322, Location: 1.2MI W ILL157 (Lat: 38.690756, Lng: -90.030392), Route carried "under" structure: Other road 9111, Year Built: 1987, Structure Length: 16.22m (53.22ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 4%, Features Intersected: CH 35/FAU 9111, Facility Carried by Structure: FAI 255 SB Minimum Vertical Clearance: 9.02m (29.59ft), Kilometerpoint: 6.098, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 60023816327, Location: .1M SE FARMNT RACETK (Lat: 38.659786, Lng: -90.030650), Route carried "under" structure: Other road 9128, Year Built: 1986, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 13,600 (year 2006), Truck Traffic: 2%, Features Intersected: COLLINSVILLE RD, Facility Carried by Structure: FAI 255 NB Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 1.432, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 60023916343, Location: .1M SE FARMNT RACETK (Lat: 38.659778, Lng: -90.030850), Route carried "under" structure: Other road 9128, Year Built: 1986, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 13,600 (year 2006), Truck Traffic: 2%, Features Intersected: COLLINSVILLE RD, Facility Carried by Structure: FAI 255 SB Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 0.014, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Find on map >>
Structure Number: 60025302895, Location: N OF FAI 55,70;US 40 (Lat: 38.675819, Lng: -90.030242), Route carried "under" structure: Ramp Interstate 255, Year Built: 1987, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 7,509 (year 2005), Truck Traffic: 7%, Features Intersected: RP 1/RDWY B Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.499, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.5m (191.9ft) Find on map >>
Structure Number: 60026329889, Location: COLLINSVILLE (Lat: 38.660147, Lng: -90.017917), Route carried "under" structure: Other road 9128, Year Built: 1992, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 5,900 (year 2006), Truck Traffic: 5%, Features Intersected: ST LOUIS ROAD, Facility Carried by Structure: ILL 157 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 2.558, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Discuss this city on our hugely popular Illinois forum Back to: Collinsville, IL, Illinois, All US cities.
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