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Bridge Statistics for East St. Louis, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: East St. Louis, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 143 Total length: 3,273 meters (10,738ft) Total costs: $679,929,000 Total average daily traffic: 2,758,956 Total average daily truck traffic: 395,585 National Bridge Inventory (NBI) Registered Bridges for East St. Louis
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 82000117876, Location: ST CLAIR AVE E ST L (Lat: 38.634033, Lng: -90.147483), Route carried "on" structure: Interstate 64, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 30,850 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 49,100 (year 2026), Design Load: HS 20+Mod, Features Intersected: ST CLAIR AVE E ST L Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: 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: 82000217877, Location: BAUGH AVE E ST LOUIS (Lat: 38.633067, Lng: -90.144850), Route carried "on" structure: Interstate 64, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 30,850 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 49,100 (year 2026), Design Load: HS 20, Features Intersected: I 64 WB/I 64 R 34 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.618, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.8m (45.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.5 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 minimum 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: 8200032225, Location: WEST OF EXCHANGE AVE (Lat: 38.633011, Lng: -90.145044), Route carried "on" structure: Ramp Interstate 64, Year Built: 1962, Year Reconstructed: 1992, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 2,700 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 5,100 (year 2026), Design Load: HS 20, Features Intersected: EB FAI 70, Facility Carried by Structure: FAI WB 70 TO FAI 6 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $36,000, Total Project Cost: $431,000 ( Estimate for 2002), 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: 82000417878, Location: EAST POPLAR ST BR (Lat: 38.617914, Lng: -90.182478), Route carried "on" structure: Interstate 55, Year Built: 1963, Status: Open, Structure Length: 65.99m (216.50ft), Average Daily Traffic: 116,700 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 157,000 (year 2022), Design Load: HS 20+Mod, Features Intersected: MISSISSIPPI RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 8, Base Highway Network: Yes, Owner: Private, Approaching Roadway Width: 33.5m (109.9ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 5, Length of Maximum Span: 182.9m (600.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 31.7m (104.0ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2007, Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: 82000517879, Location: P-6(RVR BR)/P-5 3VB (Lat: 38.617050, Lng: -90.179200), Route carried "on" structure: Interstate 55, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 22.80m (74.80ft), Average Daily Traffic: 116,700 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 163,100 (year 2022), Design Load: HS 20, Features Intersected: IC & TRRA RR Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 0.322, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.7m (104.0ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.80m (74.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $12,679,000, Roadway Improvement Cost: $62,000, Total Project Cost: $12,741,000 ( Estimate for 2001), 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: 8200061788, Location: 3RD BR E POP ST BR (Lat: 38.618844, Lng: -90.166031), Route carried "on" structure: Interstate 55, Year Built: 1965, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 45,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: TRENDLY AVE. E ST L Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, 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: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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 12 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: 82000717881, Location: 3RD BR E POP ST BR (Lat: 38.618733, Lng: -90.165900), Route carried "on" structure: Interstate 55, Year Built: 1966, Year Reconstructed: 1994, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 46,600 (year 2026), Design Load: HS 20, Features Intersected: TRENDLY AVE E ST L Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), 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: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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: 82000817882, Location: WB 70 OVER 4TH ST (Lat: 38.621950, Lng: -90.165186), Route carried "on" structure: Interstate 55, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 44,000 (year 2024), Design Load: HS 20, Features Intersected: 4TH ST E ST LOUIS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.027, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Better than 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 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: 82000917883, Location: EB 70 OVER 4TH ST (Lat: 38.622475, Lng: -90.165058), Route carried "on" structure: Interstate 55, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 44,000 (year 2024), Design Load: HS 20, Features Intersected: 4TH ST E ST LOUIS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 21.6m (70.9ft), Out-to-Out Width: 22.6m (74.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.6 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: 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: 82001017884, Location: E ST LOUIS (Lat: 38.626964, Lng: -90.164069), Route carried "on" structure: Interstate 55, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 37.46m (122.90ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 46,600 (year 2026), Design Load: HS 20+Mod, Features Intersected: BROADWAY & METRO LNK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 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: 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: 82001117885, Location: E ST LOUIS (Lat: 38.626731, Lng: -90.163711), Route carried "on" structure: Interstate 55, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 33.25m (109.09ft), Average Daily Traffic: 46,650 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 73,700 (year 2026), Design Load: HS 20+Mod, Features Intersected: BROADWAY & METRO LNK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 11, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.4 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: 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: 82001217886, Location: E ST LOUIS (Lat: 38.628108, Lng: -90.161211), Route carried "on" structure: Interstate 55, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 46,650 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 73,700 (year 2026), Design Load: HS 20+Mod, Features Intersected: MO. AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.784, Lanes on structure: 3, Lanes under structure: 2, 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: 20.5m (67.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very 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: 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, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82001317887, Location: E ST LOUIS (Lat: 38.628572, Lng: -90.159550), Route carried "on" structure: Interstate 55, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 46,650 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 52,370 (year 2022), Design Load: HS 20+Mod, Features Intersected: 3RD ST EXIT WB 70, Facility Carried by Structure: EB 70& MLK BDGE AP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, 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: 15.4m (50.5ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 47.7 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $61,000, Total Project Cost: $498,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82001417888, Location: E ST LOUIS (Lat: 38.629708, Lng: -90.156894), Route carried "on" structure: Ramp Interstate 70, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 4,500 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 4,970 (year 2022), Design Load: HS 20+Mod, Features Intersected: M L KING DR, Facility Carried by Structure: ST L AVE TO EB I 7 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: 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: 82001517889, Location: E ST LOUIS (Lat: 38.634131, Lng: -90.147594), Route carried "on" structure: Interstate 55, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 32,900 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 51,100 (year 2026), Design Load: HS 20+Mod, Features Intersected: ST CLAIR AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.167, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82001624784, Location: E ST LOUIS (Lat: 38.634194, Lng: -90.140442), Route carried "on" structure: Other road 9153, Year Built: 1962, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 2,500 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 3,500 (year 2026), Design Load: HS 20, Features Intersected: FAI 55,70;US 40, Facility Carried by Structure: EXCHANGE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 4.45m (14.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $80,000, Total Project Cost: $880,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 8200171789, Location: E ST LOUIS (Lat: 38.636531, Lng: -90.137214), Route carried "on" structure: Interstate 55, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 49.35m (161.91ft), Average Daily Traffic: 65,700 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 91,200 (year 2026), Design Load: HS 20, Features Intersected: B&O,CONRAIL,TRRA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.084, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 35.4m (116.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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 Find on map >>
Structure Number: 82002322251, Location: E ST LOUIS (Lat: 38.629408, Lng: -90.157847), Route carried "on" structure: Interstate 55, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 46,650 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 52,370 (year 2022), Design Load: HS 20+Mod, Features Intersected: M L KING DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.282, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.0 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: Equal to 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: 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: 8200881796, Location: AT FRENCH VILLAGE (Lat: 38.598742, Lng: -90.052978), Route carried "on" structure: State highway 157, Year Built: 1935, Year Reconstructed: 1966, Status: Open, Structure Length: 14.51m (47.60ft), Average Daily Traffic: 11,300 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 18,300 (year 2027), Design Load: H 20, Features Intersected: STCLAIR AVE,METROLNK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.688, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 31 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 20.4m (66.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 82009917974, Location: ST CL OVER E ST L EX (Lat: 38.632533, Lng: -90.145778), Route carried "on" structure: State highway 3, Year Built: 1961, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 9,000 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 18,700 (year 2026), Design Load: HS 20+Mod, Features Intersected: FAI 55,64,70;US 40EB, Facility Carried by Structure: ST CLAIR AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 235.992, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 26.3m (86.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82013118056, Location: 26TH ST E ST L (Lat: 38.602636, Lng: -90.138506), Route carried "on" structure: Other road 9228, Year Built: 1936, Year Reconstructed: 1988, Status: Open, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 11,700 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 16,700 (year 2027), Design Load: H 20, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 4.360, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: August 2006, Critical Feature Inspection Date: October 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: 82013525813, Location: E ST LOUIS (Lat: 38.628267, Lng: -90.161411), Route carried "on" structure: Other road 9186, Year Built: 1965, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,900 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 4,100 (year 2026), Design Load: HS 20+Mod, Features Intersected: FAI 55,64,70;US 40WB, Facility Carried by Structure: MISSOURI AV/FAU 91 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 4, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $60,000, Total Project Cost: $900,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82013625814, Location: 0.7 M E JCT ILL 111 (Lat: 38.604900, Lng: -90.080150), Route carried "on" structure: Other road 9181, Year Built: 1957, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 4,750 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 6,800 (year 2027), Design Load: HS 20, Features Intersected: HARDING DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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 Find on map >>
Structure Number: 82014025818, Location: 1.04 M E COUNTY LINE (Lat: 38.618436, Lng: -90.165517), Route carried "on" structure: Interstate 70, Year Built: 1966, Year Reconstructed: 1990, Status: Open, Structure Length: 5.77m (18.93ft), Average Daily Traffic: 18,600 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 24,400 (year 2026), Design Load: HS 20+Mod, Features Intersected: TRENDLY AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Low Slump Concrete Find on map >>
Structure Number: 82014125819, Location: PIER ABCD-ABUT A-46 (Lat: 38.617006, Lng: -90.167494), Route carried "on" structure: Interstate 70, Year Built: 1968, Year Reconstructed: 1990, Status: Closed, Structure Length: 138.10m (453.08ft), Average Daily Traffic: 25,100 (year 2005), Truck Traffic: 24%, Average Future Daily Traffic: 47,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: TRRA ILL 3 FAI 70 Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 46, Length of Maximum Span: 47.2m (154.9ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 138.10m (453.08ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Bridge Improvement Cost: $25,120,000, Roadway Improvement Cost: $2,512,000, Total Project Cost: $37,680,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8201422582, Location: PIER G-12-PIER D-36 (Lat: 38.617111, Lng: -90.167392), Route carried "on" structure: Ramp Interstate 70, Year Built: 1969, Status: Closed, Structure Length: 70.90m (232.61ft), Average Daily Traffic: 850 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 1,470 (year 2021), Design Load: HS 20+Mod, Features Intersected: RDWY G.B.A.H Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 24, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 70.90m (232.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2007, Critical Feature Inspection Date: March 2007, Bridge Improvement Cost: $4,559,000, Roadway Improvement Cost: $456,000, Total Project Cost: $5,015,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82014325821, Location: ABUT 0-11-PIER 0-17 (Lat: 38.615097, Lng: -90.171306), Route carried "on" structure: State highway 3, Year Built: 1971, Status: Open, Structure Length: 18.78m (61.61ft), Average Daily Traffic: 4,700 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 22,700 (year 2025), Design Load: HS 20+Mod, Features Intersected: GROUND Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 232.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, 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: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 18.78m (61.61ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,328,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82014425822, Location: PIERABCD-ABUT D-46 (Lat: 38.614961, Lng: -90.171250), Route carried "on" structure: Interstate 70, Year Built: 1969, Year Reconstructed: 1991, Status: Open, Structure Length: 135.45m (444.39ft), Average Daily Traffic: 26,700 (year 2005), Truck Traffic: 17%, Average Future Daily Traffic: 47,800 (year 2025), Design Load: HS 20+Mod, Features Intersected: ILL 3 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 46, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 135.45m (444.39ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Bridge Improvement Cost: $239,976,000, Roadway Improvement Cost: $18,900,000, Total Project Cost: $258,876,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82014525823, Location: PIER P-1 PIER A-5 (Lat: 38.615475, Lng: -90.171553), Route carried "on" structure: Ramp Interstate 70, Year Built: 1969, Status: Open, Structure Length: 47.52m (155.91ft), Average Daily Traffic: 8,900 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 14,700 (year 2020), Design Load: HS 20+Mod, Features Intersected: RDWY ABCD, RPO. RR Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 15, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 47.52m (155.91ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $3,056,000, Roadway Improvement Cost: $306,000, Total Project Cost: $3,362,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82014625824, Location: PIER A-35-ABUT T-6 (Lat: 38.616661, Lng: -90.165347), Route carried "on" structure: Ramp Other road 9179, Year Built: 1969, Status: Open, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 950 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 1,500 (year 2027), Design Load: HS 20+Mod, Features Intersected: 8TH ST FAU 9217,RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 17.34m (56.89ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,226,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82014912859, Location: E ST LOUIS (Lat: 38.631364, Lng: -90.142844), Route carried "on" structure: Other road 9214, Year Built: 1972, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 6,400 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 8,900 (year 2026), Design Load: HS 20, Features Intersected: FAI 64 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 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: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $28,000, Total Project Cost: $256,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82015012847, Location: E ST LOUIS (Lat: 38.630800, Lng: -90.142222), Route carried "on" structure: City street 1602, Year Built: 1972, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 1,950 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 2,700 (year 2026), Design Load: HS 20, Features Intersected: FAI 64, Facility Carried by Structure: ILL 203-10TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.47m (24.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $609,000, Roadway Improvement Cost: $61,000, Total Project Cost: $670,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82015123338, Location: 0.79 E OF FAI 70 (Lat: 38.627189, Lng: -90.138103), Route carried "on" structure: Other road 9155, Year Built: 1970, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 4,000 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 5,600 (year 2026), Design Load: HS 20, Features Intersected: FAI 64 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 6, 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: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82015223339, Location: 0.23 E OF 15TH ST. (Lat: 38.625081, Lng: -90.135125), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 32,400 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 49,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: 18TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82015323343, Location: 0.22 E OF 18TH ST (Lat: 38.625175, Lng: -90.135300), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 32,400 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 49,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: 18TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.825, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), 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: 15.7m (51.5ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82015423344, Location: 0.12 E OF 18TH ST (Lat: 38.624019, Lng: -90.132631), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 32,400 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 49,800 (year 2026), Design Load: HS 20+Mod, Features Intersected: BAUGH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.034, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82015523346, Location: 0.13 E OF 18TH ST (Lat: 38.623928, Lng: -90.132572), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 51,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: BAUGH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82015623347, Location: 0.05 E OF BAUGH AVE (Lat: 38.623789, Lng: -90.131778), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 51,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 3, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82015723349, Location: 0.06 E OF BAUGH AVE (Lat: 38.623744, Lng: -90.131608), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 51,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8201582335, Location: 0.20 E OF BAUGH AVE (Lat: 38.623122, Lng: -90.129025), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 51,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: TRRA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.356, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82015923356, Location: 0.21 E OF BAUGH AVE (Lat: 38.623064, Lng: -90.128792), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 51,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: TRRA RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.372, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82016023362, Location: 0.49 E OF BAUGH AVE (Lat: 38.621900, Lng: -90.124011), Route carried "on" structure: Interstate 64, Year Built: 1973, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 34,500 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 51,500 (year 2026), Design Load: HS 20+Mod, Features Intersected: 25TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.822, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, 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, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82016123363, Location: 0.50 E OF BAUGH AVE (Lat: 38.622100, Lng: -90.123897), Route carried "on" structure: Interstate 64, Year Built: 1974, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 33,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 50,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: 25TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.838, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, 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, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82016222929, Location: 0.78 E OF BAUGH AVE (Lat: 38.621408, Lng: -90.119033), Route carried "on" structure: Interstate 64, Year Built: 1973, Status: Open, Structure Length: 14.81m (48.59ft), Average Daily Traffic: 33,000 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 50,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: METRO LINK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 62.2m (204.1ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 58.5 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.81m (48.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2007, Bridge Improvement Cost: $3,499,000, Roadway Improvement Cost: $349,000, Total Project Cost: $3,848,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place Discuss this city on our hugely popular Illinois forum Back to: East St. Louis, IL, Illinois, All US cities.
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