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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: 82016322928, Location: 0.79 E OF BAUGH AVE (Lat: 38.621411, Lng: -90.119208), 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: 7.208, 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 Find on map >>
Structure Number: 82016423364, Location: 1 M W ILL 111 (Lat: 38.619917, Lng: -90.111206), Route carried "on" structure: Interstate 64, Year Built: 1968, Status: Open, Structure Length: 3.32m (10.89ft), 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: 37TH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.965, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82019614231, Location: 0.25 MI E OF 25TH ST (Lat: 38.620619, Lng: -90.122706), Route carried "on" structure: Ramp Interstate 64, Year Built: 1973, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,950 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 6,500 (year 2024), Design Load: HS 20+Mod, Features Intersected: ST CLAIR AVE/FAU9166 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82020114163, Location: PIER G-1-ABUT 0-10 (Lat: 38.617728, Lng: -90.168225), Route carried "on" structure: Ramp Interstate 70, Year Built: 1971, Status: Open, Structure Length: 30.45m (99.90ft), Average Daily Traffic: 3,300 (year 2005), Truck Traffic: 16%, Average Future Daily Traffic: 4,100 (year 2020), Design Load: HS 20+Mod, Features Intersected: ICG RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 10, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.1m (23.3ft), 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 30.45m (99.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2008, Critical Feature Inspection Date: January 2008, Bridge Improvement Cost: $1,958,000, Roadway Improvement Cost: $196,000, Total Project Cost: $2,154,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82020214077, Location: PIER D-11-PIER N-7 (Lat: 38.615506, Lng: -90.173983), Route carried "on" structure: Ramp Other road 312, Year Built: 1972, Status: Open, Structure Length: 24.20m (79.40ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 11,813 (year 2020), Design Load: HS 20+Mod, Features Intersected: ICG & TRRA RR, Facility Carried by Structure: FAI 70EB TO ILL 3S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, 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: 8, Length of Maximum Span: 36.9m (121.1ft), 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: 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 24.20m (79.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $1,556,000, Roadway Improvement Cost: $156,000, Total Project Cost: $1,712,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8202031646, Location: PIER P-1-PIER P-15 (Lat: 38.615347, Lng: -90.169689), Route carried "on" structure: Ramp Other road 312, Year Built: 1972, Status: Open, Structure Length: 42.28m (138.71ft), Average Daily Traffic: 3,450 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 5,265 (year 2021), Design Load: HS 20+Mod, Features Intersected: I-70 CD 35 & IC RR, Facility Carried by Structure: ILL 3 NB TO FAI 70 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, 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: 14, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 8202041341, Location: ABUT F-1 TO PIER P-1 (Lat: 38.613969, Lng: -90.171203), Route carried "on" structure: State highway 3, Year Built: 1971, Status: Open, Structure Length: 34.69m (113.81ft), Average Daily Traffic: 4,700 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 7,000 (year 2021), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 232.420, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 12, Length of Maximum Span: 39.0m (128.0ft), 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: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 34.69m (113.81ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Bridge Improvement Cost: $2,230,000, Roadway Improvement Cost: $223,000, Total Project Cost: $2,453,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82020513358, Location: ABUT E-9 TO PIER 0-1 (Lat: 38.613547, Lng: -90.171186), Route carried "on" structure: State highway 3, Year Built: 1971, Status: Open, Structure Length: 25.76m (84.51ft), Average Daily Traffic: 12,900 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 16,500 (year 2021), Design Load: HS 20+Mod, Features Intersected: SOUTHERN RR Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 232.372, 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: 10, Length of Maximum Span: 32.0m (105.0ft), 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.76m (84.51ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,656,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,821,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82020623406, Location: 0.12 MI E FAI 70 WB (Lat: 38.622436, Lng: -90.165797), Route carried "on" structure: Interstate 70, Year Built: 1965, Year Reconstructed: 1990, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 12,600 (year 2005), Truck Traffic: 42%, Average Future Daily Traffic: 19,400 (year 2026), Design Load: HS 20+Mod, Features Intersected: 4TH ST IN E ST LOUIS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: 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: 82023514658, Location: 0.5 M S ST CLAIR AV (Lat: 38.602592, Lng: -90.085450), Route carried "on" structure: Interstate 255, Year Built: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 48,300 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 70,300 (year 2027), Design Load: HS 20+Mod, Features Intersected: STATE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.926, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 41.3m (135.5ft), Out-to-Out Width: 43.3m (142.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 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: 82023613407, Location: 0.3 MI N OF STATE ST (Lat: 38.606489, Lng: -90.083314), Route carried "on" structure: Interstate 255, Year Built: 1982, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 48,300 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 67,900 (year 2025), Design Load: HS 20+Mod, Features Intersected: SUMMIT AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.409, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 44.5m (146.0ft), Out-to-Out Width: 45.5m (149.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82025125135, Location: PIER ABCD-ABUT C-31 (Lat: 38.615347, Lng: -90.171472), Route carried "on" structure: Interstate 55, Year Built: 1967, Year Reconstructed: 1995, Status: Open, Structure Length: 94.12m (308.79ft), Average Daily Traffic: 58,350 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 85,200 (year 2026), Design Load: HS 20, Features Intersected: ILL3,US 50,ICG RR, Facility Carried by Structure: FAI 70 EB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.547, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Very 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: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 94.12m (308.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $159,804,000, Roadway Improvement Cost: $25,000, Total Project Cost: $159,829,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82025225134, Location: PIER ABCD-ABUT B-31 (Lat: 38.613353, Lng: -90.171617), Route carried "on" structure: Interstate 55, Year Built: 1967, Year Reconstructed: 1995, Status: Open, Structure Length: 91.20m (299.21ft), Average Daily Traffic: 29,200 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 45,600 (year 2026), Design Load: HS 20, Features Intersected: ILL 3,US50 ICGRR, Facility Carried by Structure: FAI 70 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 28, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 91.20m (299.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $149,899,000, Roadway Improvement Cost: $25,000, Total Project Cost: $149,924,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82025325139, Location: PIER G-1-PIER A-21 (Lat: 38.616381, Lng: -90.170319), Route carried "on" structure: Interstate 70, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 20.58m (67.52ft), Average Daily Traffic: 13,200 (year 2005), Truck Traffic: 37%, Average Future Daily Traffic: 27,300 (year 2020), Design Load: HS 20, Features Intersected: ICG RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2008, Critical Feature 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: 82025425136, Location: PIER G-1 TO ABUT G14 (Lat: 38.619719, Lng: -90.167056), Route carried "on" structure: Interstate 70, Year Built: 1968, Year Reconstructed: 1990, Status: Open, Structure Length: 37.98m (124.61ft), Average Daily Traffic: 16,500 (year 2005), Truck Traffic: 33%, Average Future Daily Traffic: 32,500 (year 2025), Design Load: HS 20, Features Intersected: TRENDLEY & PIGGOTT Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 1.062, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 13, Length of Maximum Span: 35.4m (116.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82025525138, Location: PIER D-26-PIER P-14 (Lat: 38.616189, Lng: -90.167725), Route carried "on" structure: Interstate 70, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 15,200 (year 2005), Truck Traffic: 22%, Average Future Daily Traffic: 15,600 (year 2020), Design Load: HS 20, Features Intersected: GROUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.756, Lanes on structure: 2, 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: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2008, Critical Feature 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: 82025625137, Location: PIER P-15-ABUT H-5 (Lat: 38.616786, Lng: -90.167003), Route carried "on" structure: Interstate 70, Year Built: 1969, Year Reconstructed: 1990, Status: Open, Structure Length: 14.48m (47.51ft), Average Daily Traffic: 18,600 (year 2005), Truck Traffic: 21%, Average Future Daily Traffic: 20,500 (year 2020), Design Load: HS 20, Features Intersected: ICG RR Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Good, 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.21m (49.90ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2008, Critical Feature Inspection Date: March 2008, Bridge Improvement Cost: $2,802,000, Roadway Improvement Cost: $280,000, Total Project Cost: $4,203,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82025829262, Location: 0.1 M W ILL 161 (Lat: 38.587281, Lng: -90.045500), Route carried "on" structure: Other road 9162, Year Built: 1978, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 4,650 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 6,600 (year 2027), Design Load: HS 20, Features Intersected: SCHOENBERGER CREEK, Facility Carried by Structure: LINCOLN TRL/FAU 91 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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, Membrane: Built-up Find on map >>
Structure Number: 82026407833, Location: .5 M.S FAU9166/US50 (Lat: 38.601744, Lng: -90.083264), Route carried "on" structure: Other road 9182, Year Built: 1981, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 11,900 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 15,120 (year 2022), Design Load: HS 20, Features Intersected: HARDING DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.6m (87.3ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2005, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 82028734248, Location: EAST APPROACH MLK (Lat: 38.629289, Lng: -90.162608), Route carried "on" structure: Ramp Interstate 70, Year Built: 2000, Status: Open, Structure Length: 65.78m (215.81ft), Average Daily Traffic: 8,200 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 3,599 (year 2022), Design Load: HS 20, Features Intersected: RR & MISSOURI AVE, Facility Carried by Structure: MLK RAMP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 52.1m (170.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, 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, Membrane: Epoxy Find on map >>
Structure Number: 8202883359, Location: WEST APPROACH MLK (Lat: 38.628717, Lng: -90.161925), Route carried "on" structure: Ramp Interstate 70, Year Built: 1999, Status: Open, Structure Length: 24.60m (80.71ft), Average Daily Traffic: 6,900 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 3,550 (year 2022), Design Load: HS 20, Features Intersected: RR AND MISSOURI AVE, Facility Carried by Structure: MLK RAMP 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, 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: 82308327695, Location: 100'S ST. CLAIR AVE (Lat: 38.603114, Lng: -90.064517), Route carried "on" structure: Other road 9241, Year Built: 1991, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,700 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,800 (year 2020), Design Load: HS 20, Features Intersected: HARDIN DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft) 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82600118172, Location: E ST LOUIS (Lat: 38.630992, Lng: -90.178322), Route carried "on" structure: Other road 799, Year Built: 1950, Year Reconstructed: 1988, Status: Open, Structure Length: 122.29m (401.21ft), Average Daily Traffic: 37,500 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 40,500 (year 2024), Design Load: H 20, Features Intersected: MISS R, RR, Facility Carried by Structure: M.L. KING BRIDGE Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 0.016, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 286.5m (940.0ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 31, Length of Maximum Span: 293.5m (962.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 122.29m (401.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $11,900,000, Roadway Improvement Cost: $1,900,000, Total Project Cost: $13,800,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82600318173, Location: 0.75 E MISS R (Lat: 38.628456, Lng: -90.160619), Route carried "on" structure: Other road 799, Year Built: 1950, Year Reconstructed: 1989, Status: Open, Structure Length: 38.10m (125.00ft), Average Daily Traffic: 15,000 (year 2005), Truck Traffic: 14%, Average Future Daily Traffic: 44,800 (year 2026), Design Load: HS 20, Features Intersected: FAI 70 WB & FAU9186, Facility Carried by Structure: M L KING BR APPR Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 1.223, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 16, Length of Maximum Span: 76.2m (250.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.10m (125.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2008, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $8,316,000, Roadway Improvement Cost: $832,000, Total Project Cost: $12,474,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82600618176, Location: 1.24 E MISS R (Lat: 38.629247, Lng: -90.158322), Route carried "on" structure: Other road 799, Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 14,400 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 19,400 (year 2026), Design Load: HS 20, Features Intersected: M L KING DRIVE, Facility Carried by Structure: M L KING BR APPR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 34 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 26.0m (85.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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 Find on map >>
Structure Number: 82600727486, Location: 0.06 N OF PARK DR (Lat: 38.637764, Lng: -90.114503), Route carried "on" structure: City street 6370, Year Built: 1935, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 25 (year 2003), Average Future Daily Traffic: 50 (year 2022), Features Intersected: SCHOENBERGER CREEK, Facility Carried by Structure: 32ND ST - E.ST LOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82600827487, Location: 001 (Lat: 38.638311, Lng: -90.112053), Route carried "on" structure: City street 6408, Year Built: 1935, Status: Closed, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 59 (year 2004), Average Future Daily Traffic: 71 (year 2022), Features Intersected: SCHOENBERGER CREEK, Facility Carried by Structure: 36TH ST E ST LOUIS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82600927488, Location: 0.03 N OF PARK DR (Lat: 38.639133, Lng: -90.108550), Route carried "on" structure: City street 6450, Year Built: 1935, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 159 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 210 (year 2022), Features Intersected: SCHOENBER GER CREEK, Facility Carried by Structure: 40TH ST - E ST LOU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82601033591, Location: .15 E OF 40TH ST (Lat: 38.608608, Lng: -90.110047), Route carried "on" structure: Other road 9182, Year Built: 1999, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 10,900 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 15,500 (year 2023), Design Load: HS 20, Features Intersected: ALTON/SOUTH RR, Facility Carried by Structure: STATE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.974, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.6m (51.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82000117876, Location: ST CLAIR AVE E ST L (Lat: 38.634033, Lng: -90.147483), Route carried "under" structure: State highway 3, Year Built: 1960, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 9,000 (year 2007), Truck Traffic: 18%, Features Intersected: ST CLAIR AVE E ST L, Facility Carried by Structure: FAI 64 WB Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 236.137, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 82000217877, Location: BAUGH AVE E ST LOUIS (Lat: 38.633067, Lng: -90.144850), Route carried "under" structure: Interstate 55, Year Built: 1962, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 32,900 (year 2007), Truck Traffic: 17%, Features Intersected: I 64 WB/I 64 R 34, Facility Carried by Structure: FAI 64 WB Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 4.457, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft) Find on map >>
Structure Number: 8200032225, Location: WEST OF EXCHANGE AVE (Lat: 38.633011, Lng: -90.145044), Route carried "under" structure: Interstate 55, Year Built: 1962, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 32,900 (year 2007), Truck Traffic: 17%, Features Intersected: EB FAI 70, Facility Carried by Structure: FAI WB 70 TO FAI 6 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.441, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft) Find on map >>
Structure Number: 8200061788, Location: 3RD BR E POP ST BR (Lat: 38.618844, Lng: -90.166031), Route carried "under" structure: Other road 9188, Year Built: 1965, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 850 (year 2003), Truck Traffic: 3%, Features Intersected: TRENDLY AVE. E ST L, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.981, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 82000717881, Location: 3RD BR E POP ST BR (Lat: 38.618733, Lng: -90.165900), Route carried "under" structure: Other road 9188, Year Built: 1966, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 850 (year 2003), Truck Traffic: 2%, Features Intersected: TRENDLY AVE E ST L, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft) Find on map >>
Structure Number: 82000817882, Location: WB 70 OVER 4TH ST (Lat: 38.621950, Lng: -90.165186), Route carried "under" structure: City street 6090, Year Built: 1965, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 209 (year 2004), Truck Traffic: 1%, Features Intersected: 4TH ST E ST LOUIS, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 0.338, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.3m (89.6ft) Find on map >>
Structure Number: 82000917883, Location: EB 70 OVER 4TH ST (Lat: 38.622475, Lng: -90.165058), Route carried "under" structure: City street 6090, Year Built: 1965, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 209 (year 2004), Truck Traffic: 1%, Features Intersected: 4TH ST E ST LOUIS, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.037, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Find on map >>
Structure Number: 82001017884, Location: E ST LOUIS (Lat: 38.626964, Lng: -90.164069), Route carried "under" structure: State highway 15, Year Built: 1965, Structure Length: 37.46m (122.90ft), Average Daily Traffic: 5,400 (year 2005), Truck Traffic: 12%, Features Intersected: BROADWAY & METRO LNK, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 0.064, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 82001017884, Location: E ST LOUIS (Lat: 38.626964, Lng: -90.164069), Route carried "under" structure: Other road 9187, Year Built: 1965, Structure Length: 37.46m (122.90ft), Average Daily Traffic: 5,200 (year 2003), Truck Traffic: 12%, Features Intersected: BROADWAY & METRO LNK, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.303, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft) Find on map >>
Structure Number: 82001117885, Location: E ST LOUIS (Lat: 38.626731, Lng: -90.163711), Route carried "under" structure: State highway 15, Year Built: 1965, Structure Length: 33.25m (109.09ft), Average Daily Traffic: 5,400 (year 2005), Truck Traffic: 12%, Features Intersected: BROADWAY & METRO LNK, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.113, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 82001117885, Location: E ST LOUIS (Lat: 38.626731, Lng: -90.163711), Route carried "under" structure: Other road 9187, Year Built: 1965, Structure Length: 33.25m (109.09ft), Average Daily Traffic: 5,200 (year 2003), Truck Traffic: 12%, Features Intersected: BROADWAY & METRO LNK, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.335, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 39.0m (128.0ft) Find on map >>
Structure Number: 82001217886, Location: E ST LOUIS (Lat: 38.628108, Lng: -90.161211), Route carried "under" structure: Other road 9186, Year Built: 1965, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 2,900 (year 2003), Truck Traffic: 1%, Features Intersected: MO. AVE., Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 1.255, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.5m (67.3ft) Find on map >>
Structure Number: 82001317887, Location: E ST LOUIS (Lat: 38.628572, Lng: -90.159550), Route carried "under" structure: Ramp Interstate 70, Year Built: 1961, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 3,650 (year 2005), Truck Traffic: 9%, Features Intersected: 3RD ST EXIT WB 70 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.129, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 11.3m (37.1ft) Find on map >>
Structure Number: 82001417888, Location: E ST LOUIS (Lat: 38.629708, Lng: -90.156894), Route carried "under" structure: Ramp Other road 799, Year Built: 1961, Structure Length: 2.37m (7.78ft), Average Daily Traffic: 2,350 (year 2005), Truck Traffic: 4%, Features Intersected: M L KING DR, Facility Carried by Structure: ST L AVE TO EB I 7 Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft) Find on map >>
Structure Number: 82001517889, Location: E ST LOUIS (Lat: 38.634131, Lng: -90.147594), Route carried "under" structure: State highway 3, Year Built: 1960, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 9,000 (year 2007), Truck Traffic: 18%, Features Intersected: ST CLAIR AVE, Facility Carried by Structure: FAI 55,70;US 40WB Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 236.153, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 82001624784, Location: E ST LOUIS (Lat: 38.634194, Lng: -90.140442), Route carried "under" structure: Interstate 55, Year Built: 1962, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 65,700 (year 2007), Truck Traffic: 17%, Features Intersected: FAI 55,70;US 40, Facility Carried by Structure: EXCHANGE AVE Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 4.795, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 82002025397, Location: 0.1 M W EXCHANGE AVE (Lat: 38.633486, Lng: -90.143094), Route carried "under" structure: Interstate 55, Year Built: 1961, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 65,800 (year 2007), Truck Traffic: 17%, Features Intersected: FAI 55,70;US 40, Facility Carried by Structure: CSX RR Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.602, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 82002125401, Location: 0.1 M W EXCHANGE AVE (Lat: 38.633531, Lng: -90.142894), Route carried "under" structure: Interstate 55, Year Built: 1961, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 65,800 (year 2007), Truck Traffic: 17%, Features Intersected: FAI 55,70;US 40, Facility Carried by Structure: PIPELINE Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 4.618, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Truss - Deck, Length of Maximum Span: 22.3m (73.2ft) Find on map >>
Structure Number: 82002322251, Location: E ST LOUIS (Lat: 38.629408, Lng: -90.157847), Route carried "under" structure: Ramp Other road 799, Year Built: 1961, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 2,350 (year 2005), Truck Traffic: 4%, Features Intersected: M L KING DR, Facility Carried by Structure: FAI 55,64,70;US 40 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 0.209, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 82009917974, Location: ST CL OVER E ST L EX (Lat: 38.632533, Lng: -90.145778), Route carried "under" structure: Interstate 64, Year Built: 1961, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 30,850 (year 2007), Truck Traffic: 13%, Features Intersected: FAI 55,64,70;US 40EB, Facility Carried by Structure: ST CLAIR AVE Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 4.521, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >>
Structure Number: 82013525813, Location: E ST LOUIS (Lat: 38.628267, Lng: -90.161411), Route carried "under" structure: Interstate 55, Year Built: 1965, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 46,650 (year 2007), Truck Traffic: 17%, Features Intersected: FAI 55,64,70;US 40WB, Facility Carried by Structure: MISSOURI AV/FAU 91 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 2.816, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 82014025818, Location: 1.04 M E COUNTY LINE (Lat: 38.618436, Lng: -90.165517), Route carried "under" structure: Other road 9188, Year Built: 1966, Structure Length: 5.77m (18.93ft), Average Daily Traffic: 850 (year 2003), Truck Traffic: 2%, Features Intersected: TRENDLY AVE, Facility Carried by Structure: FAI 70 CD 35 Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 1.046, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.5m (80.4ft) Find on map >>
Structure Number: 82014125819, Location: PIER ABCD-ABUT A-46 (Lat: 38.617006, Lng: -90.167494), Route carried "under" structure: Interstate 55, Year Built: 1968, Structure Length: 138.10m (453.08ft), Average Daily Traffic: 58,400 (year 2007), Truck Traffic: 13%, Features Intersected: TRRA ILL 3 FAI 70, Facility Carried by Structure: I-70 CD 34,RP 87,F Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.014, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 47.2m (154.9ft) Find on map >>
Structure Number: 8201422582, Location: PIER G-12-PIER D-36 (Lat: 38.617111, Lng: -90.167392), Route carried "under" structure: Interstate 70, Year Built: 1969, Structure Length: 70.90m (232.61ft), Average Daily Traffic: 16,500 (year 2005), Truck Traffic: 33%, Features Intersected: RDWY G.B.A.H Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.853, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 8201422582, Location: PIER G-12-PIER D-36 (Lat: 38.617111, Lng: -90.167392), Route carried "under" structure: Other road 9179, Year Built: 1969, Structure Length: 70.90m (232.61ft), Average Daily Traffic: 2,275 (year 2003), Truck Traffic: 33%, Features Intersected: RDWY G.B.A.H, Facility Carried by Structure: I-70 R#88 & FAP 41 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.016, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.5m (132.9ft) Find on map >>
Structure Number: 82014425822, Location: PIERABCD-ABUT D-46 (Lat: 38.614961, Lng: -90.171250), Route carried "under" structure: State highway 3, Year Built: 1969, Structure Length: 135.45m (444.39ft), Average Daily Traffic: 4,700 (year 2007), Truck Traffic: 11%, Features Intersected: ILL 3 Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 232.533, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 41.8m (137.1ft) Find on map >>
Structure Number: 82014525823, Location: PIER P-1 PIER A-5 (Lat: 38.615475, Lng: -90.171553), Route carried "under" structure: Interstate 55, Year Built: 1969, Structure Length: 47.52m (155.91ft), Average Daily Traffic: 58,400 (year 2007), Truck Traffic: 13%, Features Intersected: RDWY ABCD, RPO. RR, Facility Carried by Structure: I-70,RP 62, FAP 41 Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.998, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.8m (133.9ft) Find on map >>
Structure Number: 82014625824, Location: PIER A-35-ABUT T-6 (Lat: 38.616661, Lng: -90.165347), Route carried "under" structure: Other road 9217, Year Built: 1969, Structure Length: 17.34m (56.89ft), Average Daily Traffic: 4,400 (year 2003), Truck Traffic: 2%, Features Intersected: 8TH ST FAU 9217,RR, Facility Carried by Structure: FAU 9179 RAMP Minimum Vertical Clearance: 6.71m (22.01ft), Kilometerpoint: 0.222, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 82014912859, Location: E ST LOUIS (Lat: 38.631364, Lng: -90.142844), Route carried "under" structure: Interstate 64, Year Built: 1972, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 64,000 (year 2007), Truck Traffic: 12%, Features Intersected: FAI 64, Facility Carried by Structure: 9TH ST/ FAU 9214 Minimum Vertical Clearance: 0.45m (1.48ft), Kilometerpoint: 4.843, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 82015012847, Location: E ST LOUIS (Lat: 38.630800, Lng: -90.142222), Route carried "under" structure: Interstate 64, Year Built: 1972, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 64,000 (year 2007), Truck Traffic: 12%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 203-10TH ST Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.494, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft) Find on map >>
Structure Number: 82015123338, Location: 0.79 E OF FAI 70 (Lat: 38.627189, Lng: -90.138103), Route carried "under" structure: Interstate 64, Year Built: 1970, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 62,300 (year 2007), Truck Traffic: 13%, Features Intersected: FAI 64, Facility Carried by Structure: FAU 9155(15TH ST.) Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 5.471, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft) Find on map >>
Structure Number: 82015223339, Location: 0.23 E OF 15TH ST. (Lat: 38.625081, Lng: -90.135125), Route carried "under" structure: City street 6230, Year Built: 1968, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,109 (year 2004), Truck Traffic: 4%, Features Intersected: 18TH ST, Facility Carried by Structure: FAI 64 EB Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.917, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 82015323343, Location: 0.22 E OF 18TH ST (Lat: 38.625175, Lng: -90.135300), Route carried "under" structure: City street 6230, Year Built: 1974, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 1,109 (year 2004), Truck Traffic: 4%, Features Intersected: 18TH ST, Facility Carried by Structure: FAI 64 WB Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.933, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 82015423344, Location: 0.12 E OF 18TH ST (Lat: 38.624019, Lng: -90.132631), Route carried "under" structure: Other road 9180, Year Built: 1968, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 6,300 (year 2003), Truck Traffic: 3%, Features Intersected: BAUGH AVE, Facility Carried by Structure: FAI 64 WB Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.145, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 82015523346, Location: 0.13 E OF 18TH ST (Lat: 38.623928, Lng: -90.132572), Route carried "under" structure: Other road 9180, Year Built: 1974, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 6,300 (year 2003), Truck Traffic: 3%, Features Intersected: BAUGH AVE, Facility Carried by Structure: FAI 64 EB Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.129, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft) Find on map >>
Structure Number: 82016023362, Location: 0.49 E OF BAUGH AVE (Lat: 38.621900, Lng: -90.124011), Route carried "under" structure: Other road 9228, Year Built: 1973, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 3,950 (year 2003), Truck Traffic: 9%, Features Intersected: 25TH STREET, Facility Carried by Structure: FAI 64 EB Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.866, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft) Discuss this city on our hugely popular Illinois forum Back to: East St. Louis, IL, Illinois, All US cities.
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