Bridge Statistics for Camdenton, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 502ft / 153mTotal length
- $375,000Total costs
- 168,956Total average daily traffic
- 21,633Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Camdenton
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11960-1969
- 21970-1979
- 11990-1999
- 192000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Excellent
- 26.7%Very good
- 13.3%Good
- 6.7%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Substructure
- 20.0%Excellent
- 26.7%Very good
- 20.0%Good
- 20.0%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 12.5%Excellent
- 12.5%Very good
- 12.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
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Structure Number: 11942, Location: S 27 T 38 N R 17 W (Lat: 37.996764, Lng: -92.789206), Route carried "on" structure: US 54, Year Built: 1999, Status: Open, Structure Length: 38.13m (125.10ft), Average Daily Traffic: 8,019 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 14,033 (year 2041), Design Load: HS 25 or greater, Features Intersected: NIANGUA ARM LAKE O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.800, 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: 6, Length of Maximum Span: 68.0m (223.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11942, Location: S 27 T 38 N R 17 W (Lat: 37.996764, Lng: -92.789206), Route carried "on" structure: US 54, Year Built: 1999, Status: Open, Structure Length: 38.13m (125.10ft), Average Daily Traffic: 8,019 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 14,033 (year 2041), Design Load: HS 25 or greater, Features Intersected: NIANGUA ARM LAKE O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.800, 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: 6, Length of Maximum Span: 68.0m (223.1ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 87.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: April 2018, 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: 15201, Location: S 4 T 38 N R 17 W (Lat: 38.055814, Lng: -92.809425), Route carried "on" structure: County highway 88, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 780 (year 2041), Features Intersected: TRIB TO LAKE OZARK, Facility Carried by Structure: RESORTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 15201, Location: S 4 T 38 N R 17 W (Lat: 38.055814, Lng: -92.809425), Route carried "on" structure: County highway 88, Year Built: 1970, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 780 (year 2041), Features Intersected: TRIB TO LAKE OZARK, Facility Carried by Structure: RESORTS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1595, Location: S 35 T 38 N R 17 W (Lat: 37.989481, Lng: -92.775006), Route carried "on" structure: State highway D, Year Built: 1967, Year Reconstructed: 2019, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,652 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,304 (year 2041), Design Load: H 15, Features Intersected: MINNOW BR CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.415, 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: 9.2m (30.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1595, Location: S 35 T 38 N R 17 W (Lat: 37.989481, Lng: -92.775006), Route carried "on" structure: State highway D, Year Built: 1967, Year Reconstructed: 2019, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,652 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,304 (year 2041), Design Load: H 15, Features Intersected: MINNOW BR CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.415, 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: 9.2m (30.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 2864, Location: S 20 T 38 N R 16 W (Lat: 38.017917, Lng: -92.711889), Route carried "on" structure: County highway 167, Year Built: 1910, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2041), Features Intersected: S FK OF LINN CR, Facility Carried by Structure: WILLOW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 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: Meets minimum limits, 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: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2864, Location: S 20 T 38 N R 16 W (Lat: 38.017917, Lng: -92.711889), Route carried "on" structure: County highway 167, Year Built: 1910, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2041), Features Intersected: S FK OF LINN CR, Facility Carried by Structure: WILLOW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 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: Meets minimum limits, 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: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29217, Location: S 33 T 39 N R 17 W (Lat: 38.073597, Lng: -92.802250), Route carried "on" structure: State highway 5, Year Built: 2002, Status: Open, Structure Length: 37.34m (122.51ft), Average Daily Traffic: 8,908 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 15,589 (year 2041), Design Load: HS 25 or greater, Features Intersected: BEAUTY COVE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.523, 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: 8, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29217, Location: S 33 T 39 N R 17 W (Lat: 38.073597, Lng: -92.802250), Route carried "on" structure: State highway 5, Year Built: 2002, Status: Open, Structure Length: 37.34m (122.51ft), Average Daily Traffic: 8,908 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 15,589 (year 2041), Design Load: HS 25 or greater, Features Intersected: BEAUTY COVE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.523, 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: 8, Length of Maximum Span: 50.3m (165.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 29584, Location: S 19 T 38 N R 16 W (Lat: 38.015058, Lng: -92.735464), Route carried "on" structure: US 54, Year Built: 2003, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 19,777 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 34,610 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.499, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29584, Location: S 19 T 38 N R 16 W (Lat: 38.015058, Lng: -92.735464), Route carried "on" structure: US 54, Year Built: 2003, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 19,777 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 34,610 (year 2041), Design Load: HS 25 or greater, Features Intersected: MO 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.499, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Satisfactory, Superstructure: Very 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 29666, Location: S 33 T 39 N R 17 W (Lat: 38.076911, Lng: -92.802728), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,120 (year 2041), Design Load: HS 20, Features Intersected: MO 5, Facility Carried by Structure: BEAUTY RD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29666, Location: S 33 T 39 N R 17 W (Lat: 38.076911, Lng: -92.802728), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 1,060 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,120 (year 2041), Design Load: HS 20, Features Intersected: MO 5, Facility Carried by Structure: BEAUTY RD N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 31138, Location: S 14 T 38 N R 17 W (Lat: 38.035467, Lng: -92.768394), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,760 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 9,520 (year 2041), Design Load: HS 20, Features Intersected: MO 5, Facility Carried by Structure: PIER THIRTY ONE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.643, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31138, Location: S 14 T 38 N R 17 W (Lat: 38.035467, Lng: -92.768394), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,760 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 9,520 (year 2041), Design Load: HS 20, Features Intersected: MO 5, Facility Carried by Structure: PIER THIRTY ONE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.643, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 3114, Location: S 9 T 56 N R 9 W (Lat: 39.668547, Lng: -91.903161), Route carried "on" structure: US 36, Year Built: 1978, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,505 (year 2021), Truck Traffic: 48%, Average Future Daily Traffic: 6,660 (year 2041), Design Load: HS 20, Features Intersected: N FK SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.795, 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, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 3114, Location: S 9 T 56 N R 9 W (Lat: 39.668547, Lng: -91.903161), Route carried "on" structure: US 36, Year Built: 1978, Status: Open, Structure Length: 13.72m (45.01ft), Average Daily Traffic: 3,505 (year 2021), Truck Traffic: 48%, Average Future Daily Traffic: 6,660 (year 2041), Design Load: HS 20, Features Intersected: N FK SALT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.795, 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, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 3114, Location: S 23 T 38 N R 17 W (Lat: 38.024403, Lng: -92.759414), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 4,658 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 9,316 (year 2041), Design Load: HS 20, Features Intersected: MO 5, Facility Carried by Structure: POSSUM HOLLOW DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.221, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3114, Location: S 23 T 38 N R 17 W (Lat: 38.024403, Lng: -92.759414), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 10.85m (35.60ft), Average Daily Traffic: 4,658 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 9,316 (year 2041), Design Load: HS 20, Features Intersected: MO 5, Facility Carried by Structure: POSSUM HOLLOW DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.221, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 31141, Location: S 30 T 38 N R 16 W (Lat: 38.009008, Lng: -92.727519), Route carried "on" structure: State highway 5, Year Built: 2006, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,725 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 17,019 (year 2041), Design Load: HS 20, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.789, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31141, Location: S 30 T 38 N R 16 W (Lat: 38.009008, Lng: -92.727519), Route carried "on" structure: State highway 5, Year Built: 2006, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,725 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 17,019 (year 2041), Design Load: HS 20, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 202.789, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 31144, Location: S 30 T 38 N R 16 W (Lat: 38.008831, Lng: -92.727706), Route carried "on" structure: State highway 5, Year Built: 2006, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,718 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 17,007 (year 2041), Design Load: HS 20, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.876, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31144, Location: S 30 T 38 N R 16 W (Lat: 38.008831, Lng: -92.727706), Route carried "on" structure: State highway 5, Year Built: 2006, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 9,718 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 17,007 (year 2041), Design Load: HS 20, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 364.876, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 83.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 31532, Location: S 32 T 38 N R 16 W (Lat: 37.990886, Lng: -92.711283), Route carried "on" structure: State highway 7, Year Built: 2006, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 5,086 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 11,698 (year 2041), Design Load: HS 20, Features Intersected: MO 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.804, Lanes on structure: 3, 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: 45.7m (149.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31532, Location: S 32 T 38 N R 16 W (Lat: 37.990886, Lng: -92.711283), Route carried "on" structure: State highway 7, Year Built: 2006, Status: Open, Structure Length: 8.50m (27.89ft), Average Daily Traffic: 5,086 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 11,698 (year 2041), Design Load: HS 20, Features Intersected: MO 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.804, Lanes on structure: 3, 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: 45.7m (149.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.4 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 35528, Location: S 3 T 37 N R 17 W (Lat: 37.970214, Lng: -92.789378), Route carried "on" structure: State highway D, Year Built: 2017, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 1,652 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,304 (year 2041), Features Intersected: BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.251, Lanes on structure: 2, Owner: State 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: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 69.3 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35528, Location: S 3 T 37 N R 17 W (Lat: 37.970214, Lng: -92.789378), Route carried "on" structure: State highway D, Year Built: 2017, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 1,652 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 3,304 (year 2041), Features Intersected: BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.251, Lanes on structure: 2, Owner: State 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: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 69.3 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: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 36681, Location: S 20 T 38 N R 16 W (Lat: 38.018056, Lng: -92.711944), Route carried "on" structure: County highway 167, Year Built: 2022, Status: Not yet open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2041), Features Intersected: S. FK OF LINN CR, Facility Carried by Structure: WILLOW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.9 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36681, Location: S 20 T 38 N R 16 W (Lat: 38.018056, Lng: -92.711944), Route carried "on" structure: County highway 167, Year Built: 2022, Status: Not yet open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2041), Features Intersected: S. FK OF LINN CR, Facility Carried by Structure: WILLOW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.9 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 29584, Location: S 19 T 38 N R 16 W (Lat: 38.015058, Lng: -92.735464), Route carried "under" structure: State highway 5, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 9,725 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 203.788, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 29584, Location: S 19 T 38 N R 16 W (Lat: 38.015058, Lng: -92.735464), Route carried "under" structure: State highway 5, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 9,725 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 203.788, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 29584, Location: S 19 T 38 N R 16 W (Lat: 38.015058, Lng: -92.735464), Route carried "under" structure: State highway 5, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 12,019 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 363.910, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 29584, Location: S 19 T 38 N R 16 W (Lat: 38.015058, Lng: -92.735464), Route carried "under" structure: State highway 5, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 12,019 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 363.910, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 29666, Location: S 33 T 39 N R 17 W (Lat: 38.076911, Lng: -92.802728), Route carried "under" structure: State highway 5, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 8,908 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: BEAUTY RD N
Minimum Vertical Clearance: 6.05m (19.85ft), Kilometerpoint: 354.340, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
Structure Number: 29666, Location: S 33 T 39 N R 17 W (Lat: 38.076911, Lng: -92.802728), Route carried "under" structure: State highway 5, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 8,908 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: BEAUTY RD N
Minimum Vertical Clearance: 6.05m (19.85ft), Kilometerpoint: 354.340, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft)
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Structure Number: 31138, Location: S 14 T 38 N R 17 W (Lat: 38.035467, Lng: -92.768394), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,591 (year 2021), Truck Traffic: 10%, Features Intersected: MO 5, Facility Carried by Structure: PIER THIRTY ONE RD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 359.950, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 31138, Location: S 14 T 38 N R 17 W (Lat: 38.035467, Lng: -92.768394), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,591 (year 2021), Truck Traffic: 10%, Features Intersected: MO 5, Facility Carried by Structure: PIER THIRTY ONE RD
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 359.950, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 31138, Location: S 14 T 38 N R 17 W (Lat: 38.035467, Lng: -92.768394), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 12,772 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: PIER THIRTY ONE RD
Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 207.759, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
Structure Number: 31138, Location: S 14 T 38 N R 17 W (Lat: 38.035467, Lng: -92.768394), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 12,772 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: PIER THIRTY ONE RD
Minimum Vertical Clearance: 5.14m (16.86ft), Kilometerpoint: 207.759, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.5m (132.9ft)
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Structure Number: 3114, Location: S 23 T 38 N R 17 W (Lat: 38.024403, Lng: -92.759414), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 12,772 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: POSSUM HOLLOW DR S
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 206.299, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 3114, Location: S 23 T 38 N R 17 W (Lat: 38.024403, Lng: -92.759414), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 12,772 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: POSSUM HOLLOW DR S
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 206.299, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 3114, Location: S 23 T 38 N R 17 W (Lat: 38.024403, Lng: -92.759414), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 12,019 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: POSSUM HOLLOW DR S
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 361.435, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
Structure Number: 3114, Location: S 23 T 38 N R 17 W (Lat: 38.024403, Lng: -92.759414), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 12,019 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: POSSUM HOLLOW DR S
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 361.435, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft)
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Structure Number: 31141, Location: S 30 T 38 N R 16 W (Lat: 38.009008, Lng: -92.727519), Route carried "under" structure: City street 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 10%, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 31141, Location: S 30 T 38 N R 16 W (Lat: 38.009008, Lng: -92.727519), Route carried "under" structure: City street 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 500 (year 2018), Truck Traffic: 10%, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 31144, Location: S 30 T 38 N R 16 W (Lat: 38.008831, Lng: -92.727706), Route carried "under" structure: City street 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Truck Traffic: 10%, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 31144, Location: S 30 T 38 N R 16 W (Lat: 38.008831, Lng: -92.727706), Route carried "under" structure: City street 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 500 (year 2019), Truck Traffic: 10%, Features Intersected: LAKER PRIDE RD
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 31532, Location: S 32 T 38 N R 16 W (Lat: 37.990886, Lng: -92.711283), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,432 (year 2021), Truck Traffic: 16%, Features Intersected: MO 5, Facility Carried by Structure: MO 7 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 200.175, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 31532, Location: S 32 T 38 N R 16 W (Lat: 37.990886, Lng: -92.711283), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 5,432 (year 2021), Truck Traffic: 16%, Features Intersected: MO 5, Facility Carried by Structure: MO 7 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 200.175, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 31532, Location: S 32 T 38 N R 16 W (Lat: 37.990886, Lng: -92.711283), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 9,718 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: MO 7 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 367.509, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 31532, Location: S 32 T 38 N R 16 W (Lat: 37.990886, Lng: -92.711283), Route carried "under" structure: State highway 5, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 9,718 (year 2021), Truck Traffic: 13%, Features Intersected: MO 5, Facility Carried by Structure: MO 7 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 367.509, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)