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Bridge Statistics for Sikeston, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sikeston, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 123 meters (404ft) Total costs: $4,983,000 Total average daily traffic: 135,044 Total average daily truck traffic: 42,058 National Bridge Inventory (NBI) Registered Bridges for Sikeston
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 29129, Location: S 29 T 26 N R 14 E (Lat: 36.865000, Lng: -89.560000), Route carried "on" structure: US 60, Year Built: 2002, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 6,279 (year 2006), Truck Traffic: 22%, Average Future Daily Traffic: 11,616 (year 2027), Design Load: HS 25, Features Intersected: ST JOHN'S DTCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.617, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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 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: 2913, Location: S 29 T 26 N R 14 E (Lat: 36.865000, Lng: -89.560000), Route carried "on" structure: US 60, Year Built: 2002, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 6,287 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 11,630 (year 2027), Design Load: HS 25, Features Intersected: ST JOHN'S DTCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.792, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: 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 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: 4948, Location: S 20 T 26 N R 14 E (Lat: 36.885000, Lng: -89.560000), Route carried "on" structure: US 62, Year Built: 1945, Year Reconstructed: 1957, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 13,094 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 24,878 (year 2027), Design Load: H 20, Features Intersected: ST JOHNS DRAIN DTC Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 97.671, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $498,000, Roadway Improvement Cost: $49,000, Total Project Cost: $747,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: 4949, Location: S 14 T 26 N R 14 E (Lat: 36.896667, Lng: -89.516667), Route carried "on" structure: US 62, Year Built: 1945, Year Reconstructed: 1992, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 4,431 (year 2006), Truck Traffic: 21%, Average Future Daily Traffic: 6,424 (year 2027), Design Load: H 20, Features Intersected: NORTH CUT DTCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 101.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: 693, Location: S 15 T 26 N R 14 E (Lat: 36.891667, Lng: -89.533333), Route carried "on" structure: Interstate 55, Year Built: 1962, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 8,572 (year 2006), Truck Traffic: 37%, Average Future Daily Traffic: 16,286 (year 2027), Design Load: HS 20, Features Intersected: US 62, UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 229.144, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.95m (3.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $55,000, Total Project Cost: $837,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 694, Location: S 15 T 26 N R 14 E (Lat: 36.891667, Lng: -89.533333), Route carried "on" structure: Interstate 55, Year Built: 1962, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 8,305 (year 2006), Truck Traffic: 39%, Average Future Daily Traffic: 15,779 (year 2027), Design Load: HS 20, Features Intersected: US 62, UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.613, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.95m (3.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $55,000, Total Project Cost: $837,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 695, Location: S 27 T 26 N R 14 E (Lat: 36.873333, Lng: -89.533333), Route carried "on" structure: Interstate 55, Year Built: 1962, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 8,201 (year 2006), Truck Traffic: 37%, Average Future Daily Traffic: 15,581 (year 2027), Design Load: HS 20, Features Intersected: IS 57 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.281, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.93m (3.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $54,000, Total Project Cost: $819,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Internally Sealed Find on map >>
Structure Number: 696, Location: S 27 T 26 N R 14 E (Lat: 36.873333, Lng: -89.533333), Route carried "on" structure: Interstate 55, Year Built: 1962, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 11,392 (year 2006), Truck Traffic: 39%, Average Future Daily Traffic: 21,644 (year 2027), Design Load: HS 20, Features Intersected: IS 57 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.508, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.93m (3.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $54,000, Total Project Cost: $819,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8141, Location: S 27 T 26 N R 14 E (Lat: 36.871667, Lng: -89.536667), Route carried "on" structure: State highway AA, Year Built: 1962, Status: Posted for load, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,775 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 2,573 (year 2027), Features Intersected: US 60 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.139, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 25.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $61,000, Total Project Cost: $924,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 693, Location: S 15 T 26 N R 14 E (Lat: 36.891667, Lng: -89.533333), Route carried "under" structure: US 62, Year Built: 1962, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 11,875 (year 2006), Truck Traffic: 21%, Features Intersected: US 62, Facility Carried by Structure: IS 55 S Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 100.121, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 694, Location: S 15 T 26 N R 14 E (Lat: 36.891667, Lng: -89.533333), Route carried "under" structure: US 62, Year Built: 1962, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 8,926 (year 2006), Truck Traffic: 21%, Features Intersected: US 62, Facility Carried by Structure: IS 55 N Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 100.153, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 695, Location: S 27 T 26 N R 14 E (Lat: 36.873333, Lng: -89.533333), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 9,371 (year 2006), Truck Traffic: 45%, Features Intersected: IS 57, Facility Carried by Structure: IS 55 S Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.378, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 695, Location: S 27 T 26 N R 14 E (Lat: 36.873333, Lng: -89.533333), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 8,475 (year 2006), Truck Traffic: 39%, Features Intersected: IS 57, Facility Carried by Structure: IS 55 S Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 35.539, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 696, Location: S 27 T 26 N R 14 E (Lat: 36.873333, Lng: -89.533333), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 9,371 (year 2006), Truck Traffic: 45%, Features Intersected: IS 57, Facility Carried by Structure: IS 55 N Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.412, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 696, Location: S 27 T 26 N R 14 E (Lat: 36.873333, Lng: -89.533333), Route carried "under" structure: Interstate 57, Year Built: 1962, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 8,475 (year 2006), Truck Traffic: 39%, Features Intersected: IS 57, Facility Carried by Structure: IS 55 N Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 35.504, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 8141, Location: S 27 T 26 N R 14 E (Lat: 36.871667, Lng: -89.536667), Route carried "under" structure: US 60, Year Built: 1962, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,936 (year 2006), Truck Traffic: 21%, Features Intersected: US 60, Facility Carried by Structure: RT AA S Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 39.656, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 8141, Location: S 27 T 26 N R 14 E (Lat: 36.871667, Lng: -89.536667), Route carried "under" structure: US 60, Year Built: 1962, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 6,279 (year 2006), Truck Traffic: 22%, Features Intersected: US 60, Facility Carried by Structure: RT AA S Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 509.796, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Discuss this city on our hugely popular Missouri forum Back to: Sikeston, MO, Missouri, All US cities.
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