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Bridge Statistics for Hazelwood, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hazelwood, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 26 Total length: 477 meters (1,565ft) Total costs: $2,510,000 Total average daily traffic: 914,669 Total average daily truck traffic: 97,751 National Bridge Inventory (NBI) Registered Bridges for Hazelwood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 15561, Location: S 5 T 46 N R 6 E (Lat: 38.761667, Lng: -90.361667), Route carried "on" structure: City street , Year Built: 1951, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 16,350 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 26,160 (year 2026), Design Load: HS 20+Mod, Features Intersected: COLDWATER CR, Facility Carried by Structure: JAMES S MCDONNELL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 18579, Location: 0.1 MI W CATANZARO (Lat: 38.798333, Lng: -90.385000), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,350 (year 2025), Features Intersected: TESSON TRIB, Facility Carried by Structure: RIVERWOOD PLACE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.139, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 193, Location: S 33 T 47 N R 6 E (Lat: 38.741667, Lng: -90.441667), Route carried "on" structure: US 67, Year Built: 1960, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 26,641 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 33,301 (year 2028), Design Load: HS 20, Features Intersected: IS 270, RP IS270W TO US6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.666, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,255,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up Find on map >>
Structure Number: 194, Location: S 33 T 47 N R 6 E (Lat: 38.741667, Lng: -90.441667), Route carried "on" structure: US 67, Year Built: 1960, Year Reconstructed: 1990, Status: Posted for load, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 12,992 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 16,240 (year 2028), Design Load: HS 20, Features Intersected: IS 270, RP IS270W TO US6 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 295.978, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $837,000, Roadway Improvement Cost: $83,000, Total Project Cost: $1,255,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 28386, Location: S 23 T 47 N R 5 E (Lat: 38.798056, Lng: -90.416667), Route carried "on" structure: City street , Year Built: 1999, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,608 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 13,773 (year 2026), Design Load: HS 20, Features Intersected: BR OF COWMIRE CR, Facility Carried by Structure: AUBUCHON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 85.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006 Find on map >>
Structure Number: 29143, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.343333), Route carried "on" structure: Interstate 170, Year Built: 2002, Status: Open, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 41,388 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 51,735 (year 2028), Design Load: HS 25, Features Intersected: IS 270, OR 270, RP DUNN, Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 17.452, Lanes on structure: 4, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 11, Length of Maximum Span: 55.9m (183.4ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 29167, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "on" structure: Ramp State highway , Year Built: 2002, Status: Open, Structure Length: 32.77m (107.51ft), Average Daily Traffic: 12,630 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 18,945 (year 2028), Design Load: HS 20, Features Intersected: IS 270, OR 270, RP IS270, Facility Carried by Structure: RP IS270W TO IS170 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.378, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 5, Length of Maximum Span: 46.6m (152.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 29201, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "on" structure: Ramp State highway , Year Built: 2002, Status: Open, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 23,690 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 35,535 (year 2028), Design Load: HS 25, Features Intersected: OR 270, Facility Carried by Structure: RP IS170W TO IS270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 29204, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "on" structure: Ramp State highway , Year Built: 2002, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 23,690 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 35,535 (year 2028), Design Load: HS 20+Mod, Features Intersected: RP IS270E TO NORTH HANLE, Facility Carried by Structure: RP IS170W TO IS270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.224, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Inventory Rating: 70.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 30102, Location: S 24 T 47 N R 5 E (Lat: 38.811667, Lng: -90.391667), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 12,080 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 19,328 (year 2026), Design Load: HS 25, Features Intersected: BR OF COWMIRE CR, Facility Carried by Structure: CHARBONIER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006 Find on map >>
Structure Number: 3161, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "on" structure: Interstate 170, Year Built: 1978, Status: Open, Structure Length: 7.64m (25.07ft), Average Daily Traffic: 34,217 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 42,771 (year 2028), Design Load: HS 20, Features Intersected: OR 270 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 6454, Location: S 34 T 47 N R 6 E (Lat: 38.776667, Lng: -90.348333), Route carried "on" structure: Interstate 270, Year Built: 1960, Year Reconstructed: 1979, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 123,909 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 154,886 (year 2028), Design Load: HS 20, Features Intersected: COLDWATER CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.883, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 32 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.3m (40.4ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 35.4m (116.1ft), Out-to-Out Width: 36.4m (119.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Built-up Find on map >>
Structure Number: 193, Location: S 33 T 47 N R 6 E (Lat: 38.741667, Lng: -90.441667), Route carried "under" structure: Interstate 270, Year Built: 1960, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 73,969 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: US 67 S Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 41.054, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 193, Location: S 33 T 47 N R 6 E (Lat: 38.741667, Lng: -90.441667), Route carried "under" structure: Interstate 270, Year Built: 1960, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 80,256 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: US 67 S Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 16.753, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 194, Location: S 33 T 47 N R 6 E (Lat: 38.741667, Lng: -90.441667), Route carried "under" structure: Interstate 270, Year Built: 1960, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 62,173 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: US 67 N Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 16.742, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 194, Location: S 33 T 47 N R 6 E (Lat: 38.741667, Lng: -90.441667), Route carried "under" structure: Interstate 270, Year Built: 1960, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 61,736 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: US 67 N Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 41.066, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 29143, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.343333), Route carried "under" structure: Interstate 270, Year Built: 2002, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 60,149 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: IS 170 W Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 42.728, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.9m (183.4ft) Find on map >>
Structure Number: 29143, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.343333), Route carried "under" structure: Ramp State highway , Year Built: 2002, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP DUNN RD TO IS270W, Facility Carried by Structure: IS 170 W Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.151, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.9m (183.4ft) Find on map >>
Structure Number: 29143, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.343333), Route carried "under" structure: State highway 270, Year Built: 2002, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 8,868 (year 2006), Truck Traffic: 10%, Features Intersected: OR 270, Facility Carried by Structure: IS 170 W Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 2.177, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.9m (183.4ft) Find on map >>
Structure Number: 29143, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.343333), Route carried "under" structure: Interstate 270, Year Built: 2002, Structure Length: 47.49m (155.81ft), Average Daily Traffic: 66,285 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270, Facility Carried by Structure: IS 170 W Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 14.848, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 55.9m (183.4ft) Find on map >>
Structure Number: 29167, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "under" structure: Interstate 270, Year Built: 2002, Structure Length: 32.77m (107.51ft), Average Daily Traffic: 60,149 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270 Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 42.842, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 29167, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "under" structure: State highway 270, Year Built: 2002, Structure Length: 32.77m (107.51ft), Average Daily Traffic: 8,868 (year 2006), Truck Traffic: 10%, Features Intersected: OR 270 Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 2.131, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 29167, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "under" structure: Interstate 270, Year Built: 2002, Structure Length: 32.77m (107.51ft), Average Daily Traffic: 66,285 (year 2006), Truck Traffic: 11%, Features Intersected: IS 270 Minimum Vertical Clearance: 8.43m (27.66ft), Kilometerpoint: 14.682, Lanes on structure: 1, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.6m (152.9ft) Find on map >>
Structure Number: 29201, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "under" structure: State highway 270, Year Built: 2002, Structure Length: 7.47m (24.51ft), Average Daily Traffic: 8,868 (year 2006), Truck Traffic: 10%, Features Intersected: OR 270 Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 2.216, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft) Find on map >>
Structure Number: 29204, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "under" structure: Ramp State highway , Year Built: 2002, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 5,500 (year 2007), Truck Traffic: 10%, Features Intersected: RP IS270E TO NORTH HANLE, Facility Carried by Structure: RP IS170W TO IS270 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.314, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.1m (148.0ft) Find on map >>
Structure Number: 3161, Location: S 939 T 47 N R 6 E (Lat: 38.775000, Lng: -90.341667), Route carried "under" structure: State highway 270, Year Built: 1978, Structure Length: 7.64m (25.07ft), Average Daily Traffic: 8,868 (year 2006), Truck Traffic: 10%, Features Intersected: OR 270, Facility Carried by Structure: IS 170 E Minimum Vertical Clearance: 7.67m (25.16ft), Kilometerpoint: 2.091, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.8m (74.8ft) Discuss this city on our hugely popular Missouri forum Back to: Hazelwood, MO, Missouri, All US cities.
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