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Bridge Statistics for Glen Carbon, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Glen Carbon, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 136 meters (446ft) Total costs: $1,273,000 Total average daily traffic: 383,650 Total average daily truck traffic: 74,018 National Bridge Inventory (NBI) Registered Bridges for Glen Carbon
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 60004814278, Location: .5 M W ILL 157 (Lat: 38.756714, Lng: -90.024583), Route carried "on" structure: Interstate 270, Year Built: 1963, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 25,550 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 33,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: COUNTY DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.775, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 60004914279, Location: .5 M W ILL 157 (Lat: 38.756703, Lng: -90.023931), Route carried "on" structure: Interstate 270, Year Built: 1963, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 25,550 (year 2007), Truck Traffic: 19%, Average Future Daily Traffic: 33,500 (year 2023), Design Load: HS 20+Mod, Features Intersected: COUNTY DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.792, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6000511428, Location: 1.4 M E ILL 157 (Lat: 38.756683, Lng: -89.981572), Route carried "on" structure: Interstate 270, Year Built: 1963, Year Reconstructed: 2006, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 27,900 (year 2026), Design Load: HS 20+Mod, Features Intersected: CNW NW RR/STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60005214281, Location: 1.4 M E ILL 157 (Lat: 38.756686, Lng: -89.981383), Route carried "on" structure: Interstate 270, Year Built: 1963, Year Reconstructed: 2006, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 27,900 (year 2026), Design Load: HS 20+Mod, Features Intersected: CNW NW RR/STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60008514315, Location: 1.5 MI N PETERS STA (Lat: 38.756431, Lng: -90.007533), Route carried "on" structure: State highway 157, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 10,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 13,595 (year 2021), Design Load: HS 20, Features Intersected: FAI 270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.851, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2005, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $56,000, Total Project Cost: $611,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 60008614316, Location: 1.5 MI N PETERS STA (Lat: 38.756425, Lng: -90.007375), Route carried "on" structure: State highway 157, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 10,500 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 13,995 (year 2021), Design Load: HS 20, Features Intersected: FAI 270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.835, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2005, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $56,000, Total Project Cost: $611,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 60008714317, Location: JCT 157-162 (Lat: 38.741256, Lng: -90.002006), Route carried "on" structure: State highway 157, Year Built: 1933, Year Reconstructed: 1982, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 12,200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 19,700 (year 2026), Design Load: HS 20, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.049, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 60017514557, Location: 0.26 ME JCT 159 (Lat: 38.754422, Lng: -89.951933), Route carried "on" structure: City street 9020, Year Built: 1964, Status: Open, Structure Length: 7.93m (26.02ft), Average Daily Traffic: 1,150 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2026), Design Load: HS 15, Features Intersected: FAI 270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60018414384, Location: 1 M W JCT 159 (Lat: 38.756797, Lng: -89.974747), Route carried "on" structure: Other road 8896, Year Built: 1963, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 6,300 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,000 (year 2026), Design Load: HS 20, Features Intersected: FAI 270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 48 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 60018525449, Location: 1.25 M E JCT 157&270 (Lat: 38.756639, Lng: -89.984419), Route carried "on" structure: Other road 8897, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 3,900 (year 2026), Design Load: HS 20, Features Intersected: FAI 270, Facility Carried by Structure: MERIDIAN ST/FAU 88 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.5m (67.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60031930767, Location: WEST OF IL 159 (Lat: 38.756794, Lng: -89.967864), Route carried "on" structure: Interstate 270, Year Built: 1996, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 25,700 (year 2023), Design Load: HS 20, Features Intersected: JUDY'S BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.924, Lanes on structure: 2, Base Highway Network: Yes, 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: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, 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: Better than 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60032030768, Location: WEST OF IL 159 (Lat: 38.756792, Lng: -89.967686), Route carried "on" structure: Interstate 270, Year Built: 1996, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 24%, Average Future Daily Traffic: 26,200 (year 2023), Design Load: HS 20, Features Intersected: JUDY'S BRANCH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.940, Lanes on structure: 2, Base Highway Network: Yes, 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: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: 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: Better than 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: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60032331268, Location: INT. OF 159 AND I270 (Lat: 38.755681, Lng: -89.956519), Route carried "on" structure: State highway 159, Year Built: 2001, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 23,000 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 27,900 (year 2026), Design Load: HS 20, Features Intersected: FAI 270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.204, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60660014385, Location: AT MERIDIAN AVE (Lat: 38.748389, Lng: -89.984269), Route carried "on" structure: Other road 8896, Year Built: 1901, Status: Closed, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,800 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 12,285 (year 2021), Features Intersected: JUDY BRANCH Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Satisfactory, Channel: Very good, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2005, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $5,000, Total Project Cost: $51,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 60660321393, Location: 600 FT SOUTH OF MAIN (Lat: 38.746644, Lng: -89.983292), Route carried "on" structure: City street 7010, Year Built: 1987, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 550 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 878 (year 2021), Design Load: H 20, Features Intersected: JUDY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2003, Deck Structure Type: Concrete Cast-file-Place Structure Number: 60660434742, Location: .31 EAST OF 270, Route carried "on" structure: City street 1147, Year Built: 2001, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 2,850 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 2,200 (year 2023), Design Load: HS 20, Features Intersected: JUDY'S CREEK, Facility Carried by Structure: MERIDIAN CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.0m (88.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2003, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60660534743, Location: 100' W OF BIKE TRAIL (Lat: 38.752342, Lng: -89.970761), Route carried "on" structure: Other road 8899, Year Built: 2001, Status: Open, Structure Length: 1.93m (6.33ft), Average Daily Traffic: 3,150 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 2,835 (year 2021), Design Load: HS 20, Features Intersected: JUDYS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.3m (63.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2003, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 60008514315, Location: 1.5 MI N PETERS STA (Lat: 38.756431, Lng: -90.007533), Route carried "under" structure: Interstate 270, Year Built: 1963, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 24%, Features Intersected: FAI 270, Facility Carried by Structure: ILL 157 SB Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 14.417, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 60008614316, Location: 1.5 MI N PETERS STA (Lat: 38.756425, Lng: -90.007375), Route carried "under" structure: Interstate 270, Year Built: 1963, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 19,700 (year 2007), Truck Traffic: 24%, Features Intersected: FAI 270, Facility Carried by Structure: ILL 157 NB Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 14.433, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 60017114489, Location: .4 M W JCT 157 - 270 (Lat: 38.756656, Lng: -90.021311), Route carried "under" structure: Interstate 270, Year Built: 1963, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 25,550 (year 2007), Truck Traffic: 19%, Features Intersected: FAI 270, Facility Carried by Structure: SAND ROAD/ CITY ST Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 12.856, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 60018414384, Location: 1 M W JCT 159 (Lat: 38.756797, Lng: -89.974747), Route carried "under" structure: Interstate 270, Year Built: 1963, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 39,400 (year 2007), Truck Traffic: 24%, Features Intersected: FAI 270, Facility Carried by Structure: FAU 8896/GLN CRBN Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 17.297, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 60018525449, Location: 1.25 M E JCT 157&270 (Lat: 38.756639, Lng: -89.984419), Route carried "under" structure: Interstate 270, Year Built: 1963, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 39,400 (year 2007), Truck Traffic: 24%, Features Intersected: FAI 270, Facility Carried by Structure: MERIDIAN ST/FAU 88 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 16.476, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft) Find on map >>
Structure Number: 60032331268, Location: INT. OF 159 AND I270 (Lat: 38.755681, Lng: -89.956519), Route carried "under" structure: Interstate 270, Year Built: 2001, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 29,800 (year 2007), Truck Traffic: 29%, Features Intersected: FAI 270, Facility Carried by Structure: IL 159 NB AND SB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 18.922, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Discuss this city on our hugely popular Illinois forum Back to: Glen Carbon, IL, Illinois, All US cities.
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