 |
 |
Bridge Statistics for O'Fallon, Illinois (IL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: O'Fallon, IL, Illinois, Illinois forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 21 Total length: 112 meters (367ft) Total costs: $348,000 Total average daily traffic: 313,368 Total average daily truck traffic: 39,848 National Bridge Inventory (NBI) Registered Bridges for O'Fallon
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 8201792339, Location: 2.31 MI E OF ILL 159 (Lat: 38.592392, Lng: -89.944428), Route carried "on" structure: Other road 9166, Year Built: 1972, Year Reconstructed: 1999, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 14,250 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 20,100 (year 2026), Design Load: HS 20, Features Intersected: FAI 64, Facility Carried by Structure: OLD US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.011, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 34 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: 36.6m (120.1ft), Curb-To-Curb Width: 27.0m (88.6ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.5 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82018122962, Location: 3.74 MI S OF US-50 (Lat: 38.574961, Lng: -89.909189), Route carried "on" structure: Other road 9173, Year Built: 1971, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 9,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 12,700 (year 2026), Design Load: HS 20, Features Intersected: FAI-64, Facility Carried by Structure: FAS-843 AND CH-43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.026, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 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: 29.9m (98.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 14.0m (45.9ft) 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82018323393, Location: 0.58 MI NE OF SHILOH (Lat: 38.572853, Lng: -89.876122), Route carried "on" structure: State highway 158, Year Built: 1973, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 9,250 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 13,700 (year 2026), Design Load: HS 20, Features Intersected: FAI 64 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.289, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.6 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82018423394, Location: 0.58 MI NE OF SHILOH (Lat: 38.572822, Lng: -89.876022), Route carried "on" structure: State highway 158, Year Built: 1973, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 9,250 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 13,700 (year 2026), Design Load: HS 20, Features Intersected: FAI 64 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.305, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 27.1m (88.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 82026809848, Location: EAST O'FALLON (Lat: 38.580894, Lng: -89.890867), Route carried "on" structure: Other road 9166, Year Built: 1952, Year Reconstructed: 1981, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10,100 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 14,000 (year 2026), Design Load: HS 20, Features Intersected: ROCK SPRING BROOK, Facility Carried by Structure: OLD US 50 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.096, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 82300718003, Location: 0.5M N US 50 (Lat: 38.588469, Lng: -89.874081), Route carried "on" structure: Other road 9175, Year Built: 1972, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 9,500 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 7,900 (year 2020), Design Load: HS 20, Features Intersected: ROCK SPRING BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 82307910067, Location: LINCOLN ST. O'FALLON (Lat: 38.607178, Lng: -89.910919), Route carried "on" structure: Other road 9173, Year Built: 1988, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 6,300 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 5,200 (year 2020), Design Load: HS 20, Features Intersected: ENGLE CREEK, Facility Carried by Structure: TROY OFAL RD/FAU91 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.503, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2006, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $348,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82308529983, Location: 1 MILE S O'FALLON (Lat: 38.577886, Lng: -89.947528), Route carried "on" structure: Other road 9169, Year Built: 1992, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 9,400 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 7,320 (year 2020), Design Load: HS 20, Features Intersected: BRANCH RICHLAND CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2006 Find on map >>
Structure Number: 82309534763, Location: 0.5 MI W CH 89 (Lat: 38.570581, Lng: -89.937806), Route carried "on" structure: Other road 9330, Year Built: 2001, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 14,700 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 9,100 (year 2023), Design Load: HS 20, Features Intersected: TRIB RICHLAND CK, Facility Carried by Structure: FRANK SCOTT PKWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.445, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.2m (92.5ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 82500610279, Location: 2.20 MI N US 50 (Lat: 38.612656, Lng: -89.892386), Route carried "on" structure: Other road 9172, Year Built: 1963, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,450 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: HS 20, Features Intersected: ENGLE CREEK BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2005 Find on map >>
Structure Number: 82650104833, Location: .32 MI N RTE 50 (Lat: 38.596753, Lng: -89.966253), Route carried "on" structure: Other road 9168, Year Built: 1980, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 8,000 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 12,360 (year 2020), Design Load: HS 20, Features Intersected: OGLE CREEK, Facility Carried by Structure: OLD COLV RD MS6000 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.995, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Channel: Satisfactory, Culverts: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2008 Find on map >>
Structure Number: 82650431634, Location: 1.7MI N OLD US 50 (Lat: 38.609825, Lng: -89.902172), Route carried "on" structure: City street 6470, Year Built: 1995, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 509 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 750 (year 2021), Design Load: HS 20, Features Intersected: ENGLE CREEK, Facility Carried by Structure: N. SMILEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.531, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2005 Find on map >>
Structure Number: 82650532409, Location: CITY OF O'FALLON (Lat: 38.591147, Lng: -89.892494), Route carried "on" structure: Other road 9172, Year Built: 1998, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 2,500 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 1,450 (year 2021), Design Load: HS 20, Features Intersected: CSX RR AND CITY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: 8201792339, Location: 2.31 MI E OF ILL 159 (Lat: 38.592392, Lng: -89.944428), Route carried "under" structure: Interstate 64, Year Built: 1972, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 26,900 (year 2007), Truck Traffic: 17%, Features Intersected: FAI 64, Facility Carried by Structure: OLD US 50 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 23.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 82018122962, Location: 3.74 MI S OF US-50 (Lat: 38.574961, Lng: -89.909189), Route carried "under" structure: Interstate 64, Year Built: 1971, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 47,800 (year 2007), Truck Traffic: 17%, Features Intersected: FAI-64, Facility Carried by Structure: FAS-843 AND CH-43 Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 27.273, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 82018323393, Location: 0.58 MI NE OF SHILOH (Lat: 38.572853, Lng: -89.876122), Route carried "under" structure: Interstate 64, Year Built: 1973, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 47,800 (year 2007), Truck Traffic: 17%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 158 SB Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 30.185, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 82018423394, Location: 0.58 MI NE OF SHILOH (Lat: 38.572822, Lng: -89.876022), Route carried "under" structure: Interstate 64, Year Built: 1973, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 34,900 (year 2007), Truck Traffic: 23%, Features Intersected: FAI 64, Facility Carried by Structure: ILL 158 NB Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 30.201, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 82018510271, Location: 1.64 MI E OF ILL 158 (Lat: 38.565331, Lng: -89.847072), Route carried "under" structure: Interstate 64, Year Built: 1972, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 34,900 (year 2007), Truck Traffic: 23%, Features Intersected: FAI-64, Facility Carried by Structure: TR 222 Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 32.872, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 82030835881, Location: 1.01MI E IL 159 (Lat: 38.598561, Lng: -89.966286), Route carried "under" structure: Other road 9168, Year Built: 2007, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 8,400 (year 2003), Truck Traffic: 1%, Features Intersected: OLD COLLINSVILLE RD, Facility Carried by Structure: FAI 64 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 82030935882, Location: 1.02MI E OF ILL 159 (Lat: 38.598739, Lng: -89.966289), Route carried "under" structure: Other road 9168, Year Built: 2007, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 8,400 (year 2003), Truck Traffic: 1%, Features Intersected: OLD COLLINSVILLE RD, Facility Carried by Structure: FAI 64 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.802, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.7m (58.1ft) Find on map >>
Structure Number: 82650532409, Location: CITY OF O'FALLON (Lat: 38.591147, Lng: -89.892494), Route carried "under" structure: City street 1141, Year Built: 1998, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 59 (year 2005), Features Intersected: CSX RR AND CITY ST, Facility Carried by Structure: FAU 9172 Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Discuss this city on our hugely popular Illinois forum Back to: O'Fallon, IL, Illinois, All US cities.
|
 |
