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Bridge Statistics for Defiance, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 13Number of bridges
  • 121ft / 37.4mTotal length
  • $97,000Total costs
  • 10,596Total average daily traffic
  • 1,141Total average daily truck traffic
  • 19,718Total future (year 2040) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Defiance
  • No street view available for this location

New bridges in Defiance, MO - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 21960-1969
  • 11980-1989
  • 61990-1999
  • 12010-2019
  • 22020-2022
Average Bridge Daily Traffic in Defiance, MO
Average Bridge Truck Traffic in Defiance, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 66.7%Good
  • 22.2%Satisfactory
  • 11.1%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Good
  • 55.6%Satisfactory
  • 11.1%Fair
  • 11.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 33.3%Good
  • 44.4%Satisfactory
  • 22.2%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.7%Good
  • 46.2%Satisfactory
  • 30.8%Fair
  • 15.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Satisfactory
  • 25.0%Fair
  • 25.0%Poor
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Structure Number: 1027,  Location: S 208 T 45 N R 2 E (Lat: 38.644942,  Lng: -90.775172),  Route carried "on" structure: State highway 94,  Year Built: 1964,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 2,158 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,884 (year 2041),  Design Load: H 15,  Features Intersected: FEMME OSAGE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.376,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11956,  Location: S 476 T 45 N R 2 E (Lat: 38.660064,  Lng: -90.759228),  Route carried "on" structure: State highway 94,  Year Built: 1999,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,604 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,487 (year 2041),  Design Load: HS 20,  Features Intersected: LIT FEMME OSAGE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.986,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2285,  Location: S 59 T 44 N R 2 E (Lat: 38.599667,  Lng: -90.807028),  Route carried "on" structure: County highway 377,  Year Built: 1998,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 248 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 546 (year 2040),  Design Load: HS 20,  Features Intersected: TRIB OF MISSOURI R,  Facility Carried by Structure: TERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 22933,  Location: S 1794 T 45 N R 2 E (Lat: 38.638100,  Lng: -90.846900),  Route carried "on" structure: County highway 381,  Year Built: 1996,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 348 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 766 (year 2040),  Design Load: HS 20,  Features Intersected: FEMME OSAGE CR,  Facility Carried by Structure: SCHLUERSBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete 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: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 23057,  Location: S 303 T 45 N R 2 E (Lat: 38.638422,  Lng: -90.805286),  Route carried "on" structure: County highway 388,  Year Built: 1990,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 218 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 480 (year 2040),  Design Load: HS 20,  Features Intersected: FEMME OSAGE CR,  Facility Carried by Structure: DEFIANCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 23089,  Location: S 19 T 45 N R 2 E (Lat: 38.631528,  Lng: -90.783556),  Route carried "on" structure: County highway 389,  Year Built: 1900,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 187 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 411 (year 2040),  Features Intersected: TRIB OF FEMME OSAG,  Facility Carried by Structure: DEFIANCE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 62.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23137,  Location: S 44 T 45 N R 2 E (Lat: 38.640186,  Lng: -90.771392),  Route carried "on" structure: County highway 392,  Year Built: 1991,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 35 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 77 (year 2040),  Features Intersected: TRIB OF FEMME OSAG,  Facility Carried by Structure: DARST BOTTOM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 3409,  Location: S 108 T 45 N R 2 E (Lat: 38.639739,  Lng: -90.809789),  Route carried "on" structure: State highway F,  Year Built: 1983,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 1,539 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,001 (year 2041),  Design Load: H 15,  Features Intersected: CALLAWAY FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.110,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.9m (45.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34629,  Location: S 970 T 45 N R 2 E (Lat: 38.625778,  Lng: -90.796889),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 59 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 91 (year 2040),  Features Intersected: FEMME OSAGE CR,  Facility Carried by Structure: HOWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $97,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34634,  Location: S 29 T 45 N R 2 E (Lat: 38.630583,  Lng: -90.824056),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.67m (8.76ft),  Average Daily Traffic: 2 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3 (year 2040),  Design Load: HS 20,  Features Intersected: FEMME OSAGE CR,  Facility Carried by Structure: STUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Other
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Structure Number: 36398,  Location: S 29 T 45 N R 2 E (Lat: 38.630000,  Lng: -90.824444),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44 (year 2040),  Features Intersected: TRB FEMME OSAGE CR,  Facility Carried by Structure: STUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 36399,  Location: S 29 T 45 N R 2 E (Lat: 38.621944,  Lng: -90.824167),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 20 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 44 (year 2040),  Features Intersected: TRB FEMME OSAGE CR,  Facility Carried by Structure: STUB RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022
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Structure Number: 518,  Location: S 19 T 45 N R 2 E (Lat: 38.630633,  Lng: -90.779975),  Route carried "on" structure: State highway 94,  Year Built: 1961,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 2,158 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,884 (year 2041),  Design Load: H 15,  Features Intersected: DEFIANCE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 145.572,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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