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


  • National Bridge Inventory (NBI) Statistics
  • 48Number of bridges
  • 482ft / 147mTotal length
  • $1,684,000Total costs
  • 35,927Total average daily traffic
  • 5,530Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Marshall
  • No street view available for this location

New bridges in Marshall, MO - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 21940-1949
  • 31950-1959
  • 61960-1969
  • 61970-1979
  • 31980-1989
  • 101990-1999
  • 72000-2009
  • 102010-2019
Reconstructed bridges in Marshall, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
  • 11990-1999
  • 22000-2009
  • 02010-2019
  • 12020-2022
Average Bridge Daily Traffic in Marshall, MO
Average Bridge Truck Traffic in Marshall, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 15.4%Excellent
  • 15.4%Very good
  • 43.6%Good
  • 23.1%Satisfactory
  • 2.6%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 17.9%Excellent
  • 7.7%Very good
  • 38.5%Good
  • 28.2%Satisfactory
  • 5.1%Fair
  • 2.6%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 15.4%Excellent
  • 15.4%Very good
  • 25.6%Good
  • 35.9%Satisfactory
  • 5.1%Fair
  • 2.6%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 14.3%Very good
  • 14.3%Good
  • 57.1%Satisfactory
  • 11.9%Fair
  • 2.4%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 25.0%Very good
  • 25.0%Good
  • 50.0%Satisfactory
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Structure Number: 4566,  Location: S 28 T 51 N R 21 W (Lat: 39.174639,  Lng: -93.218722),  Route carried "on" structure: State highway 41,  Year Built: 1966,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 2,008 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 2,610 (year 2041),  Design Load: H 20,  Features Intersected: SALT FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.620,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.5 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up
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Structure Number: 4815,  Location: S 36 T 51 N R 22 W (Lat: 39.163403,  Lng: -93.279631),  Route carried "on" structure: US 65,  Year Built: 1967,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 4,318 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 7,557 (year 2041),  Design Load: H 20,  Features Intersected: STRADDLE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 185.133,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Bituminous
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Structure Number: 6576,  Location: S 21 T 50 N R 21 W (Lat: 39.095764,  Lng: -93.220461),  Route carried "on" structure: State highway YY,  Year Built: 1956,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,463 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,829 (year 2041),  Design Load: H 15,  Features Intersected: FINNEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.991,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  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: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: December 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: 7354,  Location: S 24 T 50 N R 21 W (Lat: 39.100756,  Lng: -93.168225),  Route carried "on" structure: State highway WW,  Year Built: 1960,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 559 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 699 (year 2041),  Design Load: H 15,  Features Intersected: SALT FORK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.694,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021
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Structure Number: 779,  Location: S 16 T 50 N R 21 W (Lat: 39.121861,  Lng: -93.214653),  Route carried "on" structure: US 65,  Year Built: 1962,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 6,364 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,273 (year 2041),  Design Load: H 20,  Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.623,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.53m (1.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $745,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2474,  Location: S 11 T 50 N R 21 W (Lat: 39.133250,  Lng: -93.191056),  Route carried "under" structure: State highway O,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 664 (year 2021),  Truck Traffic: 3%,  Features Intersected: RT O
Minimum Vertical Clearance: 7.67m (25.16ft),  Kilometerpoint: 29.417,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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