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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 210ft / 64.3mTotal length
  • $104,000Total costs
  • 41,403Total average daily traffic
  • 11,588Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for New London
  • No street view available for this location

New bridges in New London, MO - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 41950-1959
  • 21960-1969
  • 11970-1979
  • 51980-1989
  • 11990-1999
  • 12000-2009
  • 12010-2019
Reconstructed bridges in New London, MO - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in New London, MO
Average Bridge Truck Traffic in New London, MO
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 12.5%Very good
  • 75.0%Good
  • 12.5%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Excellent
  • 50.0%Good
  • 25.0%Satisfactory
  • 12.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 50.0%Good
  • 12.5%Satisfactory
  • 12.5%Fair
  • 12.5%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 84.6%Satisfactory
  • 7.7%Fair
  • 7.7%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 50.0%Satisfactory
  • 16.7%Fair
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Structure Number: 12106,  Location: S 3076 T 55 N R 4 W (Lat: 39.586750,  Lng: -91.370525),  Route carried "on" structure: State highway V,  Year Built: 2001,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 916 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,328 (year 2041),  Design Load: HS 20,  Features Intersected: SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 14832,  Location: S 30 T 56 N R 4 W (Lat: 39.624056,  Lng: -91.381167),  Route carried "on" structure: County highway 77,  Year Built: 1980,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 188 (year 2041),  Features Intersected: CAMP CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels
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Structure Number: 14851,  Location: S 29 T 56 N R 4 W (Lat: 39.622056,  Lng: -91.367250),  Route carried "on" structure: County highway 77,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 188 (year 2041),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $104,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16665,  Location: S 3243 T 55 N R 5 W (Lat: 39.592306,  Lng: -91.441639),  Route carried "on" structure: County highway 128,  Year Built: 1997,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 75 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 94 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3228,  Location: S 36 T 56 N R 5 W (Lat: 39.611828,  Lng: -91.407608),  Route carried "on" structure: US 61,  Year Built: 1983,  Status: Open,  Structure Length: 15.58m (51.12ft),  Average Daily Traffic: 7,852 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 14,919 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 109.967,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 35348,  Location: S 24 T 55 N R 4 W (Lat: 39.531250,  Lng: -91.413444),  Route carried "on" structure: County highway 103,  Year Built: 2016,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 44 (year 2041),  Features Intersected: PLUM CR,  Facility Carried by Structure: PLUM CR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Better than 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: June 2020
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Structure Number: 3721,  Location: S 307 T 55 N R 4 W (Lat: 39.574219,  Lng: -91.400650),  Route carried "on" structure: State highway 19,  Year Built: 1989,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 8,820 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 16,758 (year 2041),  Design Load: HS 20,  Features Intersected: US 61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Lanes under structure: 4,  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: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed
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Structure Number: 6718,  Location: S 2 T 55 N R 5 W (Lat: 39.586175,  Lng: -91.434531),  Route carried "on" structure: State highway A,  Year Built: 1955,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 670 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 972 (year 2041),  Design Load: H 10,  Features Intersected: HAYS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.957,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 688,  Location: S 19 T 56 N R 4 W (Lat: 39.627536,  Lng: -91.382069),  Route carried "on" structure: State highway O,  Year Built: 1959,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 436 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 632 (year 2041),  Design Load: H 10,  Features Intersected: BR OF SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.562,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.7 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 7916,  Location: S 3 T 55 N R 5 W (Lat: 39.584589,  Lng: -91.455800),  Route carried "on" structure: State highway A,  Year Built: 1955,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 4.61m (15.12ft),  Average Daily Traffic: 670 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 972 (year 2041),  Design Load: H 10,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.068,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.9 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 7917,  Location: S 3 T 55 N R 5 W (Lat: 39.586128,  Lng: -91.445028),  Route carried "on" structure: State highway A,  Year Built: 1955,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 670 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 972 (year 2041),  Design Load: H 10,  Features Intersected: DOE RUN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.045,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.6 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 8185,  Location: S 19 T 55 N R 4 W (Lat: 39.529406,  Lng: -91.395497),  Route carried "on" structure: State highway FF,  Year Built: 1962,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 131 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 190 (year 2041),  Design Load: H 15,  Features Intersected: PLUM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.336,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 858,  Location: S 36 T 56 N R 5 W (Lat: 39.611803,  Lng: -91.407142),  Route carried "on" structure: US 61,  Year Built: 1963,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 16.46m (54.00ft),  Average Daily Traffic: 7,384 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 14,030 (year 2041),  Design Load: H 20,  Features Intersected: SALT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 524.060,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 8872,  Location: S 5 T 55 N R 4 W (Lat: 39.584994,  Lng: -91.374533),  Route carried "on" structure: State highway V,  Year Built: 1932,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 916 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,328 (year 2041),  Design Load: H 10,  Features Intersected: BR OF SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.292,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 3721,  Location: S 307 T 55 N R 4 W (Lat: 39.574219,  Lng: -91.400650),  Route carried "under" structure: US 61,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 7,149 (year 2021),  Truck Traffic: 32%,  Features Intersected: US 61,  Facility Carried by Structure: MO 19 S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 114.388,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 3721,  Location: S 307 T 55 N R 4 W (Lat: 39.574219,  Lng: -91.400650),  Route carried "under" structure: US 61,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 5,379 (year 2021),  Truck Traffic: 34%,  Features Intersected: US 61,  Facility Carried by Structure: MO 19 S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 519.792,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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