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Bridge Statistics for De Soto, Missouri (MO) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: De Soto, MO, Missouri, Missouri forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 34 meters (112ft) Total costs: $1,834,000 Total average daily traffic: 28,979 Total average daily truck traffic: 2,055 Total future (year 2027) average daily traffic: 51,394 National Bridge Inventory (NBI) Registered Bridges for De Soto
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 16202, Location: S 2 T 39 N R 4 E (Lat: 38.130556, Lng: -90.556944), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1988, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 2,000 (year 2027), Features Intersected: TAN YARD BR, Facility Carried by Structure: MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 16203, Location: S 2 T 39 N R 4 E (Lat: 38.133333, Lng: -90.553333), Route carried "on" structure: City street , Year Built: 1900, Status: Closed, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: JOACHIM CR, Facility Carried by Structure: E KELLEY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Very good, Superstructure: Poor, Substructure: Serious, Channel: Fair, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.45m (1.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $27,000, Total Project Cost: $406,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 16207, Location: S 2 T 39 N R 4 E (Lat: 38.131667, Lng: -90.551667), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,000 (year 2027), Features Intersected: TRIB OF JOACHIM CR, Facility Carried by Structure: BLOW ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Serious, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $7,000, Total Project Cost: $118,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1621, Location: S 2 T 39 N R 4 E (Lat: 38.133333, Lng: -90.555000), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2027), Features Intersected: TRIB OF JOACHIM CR, Facility Carried by Structure: E MILLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 16212, Location: S 2 T 39 N R 4 E (Lat: 38.130000, Lng: -90.556667), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 600 (year 2027), Features Intersected: TANYARD BR, Facility Carried by Structure: DE WITT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16217, Location: S 9 T 39 N R 4 E (Lat: 38.130000, Lng: -90.533333), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,600 (year 2027), Design Load: HS 20, Features Intersected: PRATT ST, Facility Carried by Structure: THIRD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.27m (0.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $166,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 16223, Location: S 3 T 39 N R 4 E (Lat: 38.126667, Lng: -90.558333), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 255 (year 2027), Features Intersected: TANYARD BR, Facility Carried by Structure: SECOND ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $7,000, Total Project Cost: $119,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 16229, Location: S 35 T 40 N R 4 E (Lat: 38.138333, Lng: -90.556667), Route carried "on" structure: City street , Year Built: 1926, Status: Closed, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,000 (year 2027), Features Intersected: JOACHIM CR, Facility Carried by Structure: OLD RTE 110 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.83m (2.72ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2007, Critical Feature Inspection Date: March 2007, Bridge Improvement Cost: $683,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,025,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17147, Location: S 6 T 40 N R 6 E (Lat: 38.221667, Lng: -90.395000), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 9,070 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 15,419 (year 2027), Design Load: HS 20+Mod, Features Intersected: TRIB OF PLATTIN CR, Facility Carried by Structure: S. MILL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.9m (71.9ft) Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 54.0 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 28597, Location: S 3 T 39 N R 4 E (Lat: 38.146667, Lng: -90.553333), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2027), Design Load: HS 20, Features Intersected: TRIB OF JOACHIM CR, Facility Carried by Structure: 3RD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Channel: Good, Culverts: Excellent, Operating Rating: 54.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007 Find on map >>
Structure Number: 28598, Location: S 2 T 39 N R 4 E (Lat: 38.133333, Lng: -90.551667), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,750 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 2,975 (year 2027), Design Load: HS 20, Features Intersected: JOACHIM CR, Facility Carried by Structure: E MILLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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, Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 3015, Location: S 2008 T 40 N R 4 E (Lat: 38.153333, Lng: -91.543333), Route carried "on" structure: State highway 110, Year Built: 1983, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 6,826 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 11,604 (year 2028), Design Load: H 20, Features Intersected: FISHER CR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.035, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: 31661, Location: S 35 T 40 N R 4 E (Lat: 38.138333, Lng: -90.556667), Route carried "on" structure: City street 114, Year Built: 2007, Status: Not yet open, Structure Length: 8.90m (29.20ft), Average Daily Traffic: 4,083 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 6,941 (year 2027), Design Load: HS 20, Features Intersected: JOACHIM CR, Facility Carried by Structure: OLD HWY 110 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.1m (85.6ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior 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, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular Missouri forum Back to: De Soto, MO, Missouri, All US cities.
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