Bridge Statistics for Warrensburg, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 131900-1909
- 21920-1929
- 11930-1939
- 101950-1959
- 51960-1969
- 21970-1979
- 81980-1989
- 191990-1999
- 172000-2009
- 102010-2019
- Reconstructed bridges - Historical Statistics
- 51970-1979
- 81980-1989
- 41990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 1.4%Excellent
- 8.3%Very good
- 63.9%Good
- 15.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 5.6%Excellent
- 2.8%Very good
- 66.7%Good
- 15.3%Satisfactory
- 8.3%Fair
- 1.4%Serious
- Bridge Condition - Substructure
- 5.6%Excellent
- 15.3%Very good
- 34.7%Good
- 23.6%Satisfactory
- 19.4%Fair
- 1.4%Poor
- Bridge Condition - Channel
- 11.1%Very good
- 11.1%Good
- 45.8%Satisfactory
- 29.2%Fair
- 2.8%Poor
- Bridge Condition - Culverts
- 28.6%Good
- 28.6%Satisfactory
- 42.9%Fair
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Structure Number: 30182, Location: S 17 T 45 N R 25 W (Lat: 38.686139, Lng: -93.705583), Route carried "on" structure: County highway 416, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 96 (year 2041), Features Intersected: BR OF FLETCHER CR, Facility Carried by Structure: CO RD SE 500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 67.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 30182, Location: S 17 T 45 N R 25 W (Lat: 38.686139, Lng: -93.705583), Route carried "on" structure: County highway 416, Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 60 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 96 (year 2041), Features Intersected: BR OF FLETCHER CR, Facility Carried by Structure: CO RD SE 500
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 67.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31072, Location: S 12 T 45 N R 26 W (Lat: 38.710839, Lng: -93.748175), Route carried "on" structure: County highway 384, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16 (year 2041), Features Intersected: FLECHER CR, Facility Carried by Structure: CO RD SW 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31072, Location: S 12 T 45 N R 26 W (Lat: 38.710839, Lng: -93.748175), Route carried "on" structure: County highway 384, Year Built: 2005, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16 (year 2041), Features Intersected: FLECHER CR, Facility Carried by Structure: CO RD SW 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Fair, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3256, Location: S 3 T 46 N R 25 W (Lat: 38.801272, Lng: -93.658031), Route carried "on" structure: County highway 218, Year Built: 2009, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2 (year 2041), Design Load: HS 20, Features Intersected: BEAR CR, Facility Carried by Structure: NE 300TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3256, Location: S 3 T 46 N R 25 W (Lat: 38.801272, Lng: -93.658031), Route carried "on" structure: County highway 218, Year Built: 2009, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 1 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2 (year 2041), Design Load: HS 20, Features Intersected: BEAR CR, Facility Carried by Structure: NE 300TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32605, Location: S 16 T 46 N R 25 W (Lat: 38.772925, Lng: -93.685789), Route carried "on" structure: US 50, Year Built: 2009, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,015 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 17,526 (year 2041), Features Intersected: MO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.140, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32605, Location: S 16 T 46 N R 25 W (Lat: 38.772925, Lng: -93.685789), Route carried "on" structure: US 50, Year Built: 2009, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,015 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 17,526 (year 2041), Features Intersected: MO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.140, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 32606, Location: S 16 T 46 N R 25 W (Lat: 38.773275, Lng: -93.685639), Route carried "on" structure: US 50, Year Built: 2009, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 18,104 (year 2041), Features Intersected: MO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.347, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32606, Location: S 16 T 46 N R 25 W (Lat: 38.773275, Lng: -93.685639), Route carried "on" structure: US 50, Year Built: 2009, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 18,104 (year 2041), Features Intersected: MO 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.347, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 32631, Location: S 21 T 46 N R 25 W (Lat: 38.764108, Lng: -93.685972), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 27.68m (90.81ft), Average Daily Traffic: 4,596 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,043 (year 2041), Features Intersected: UP RR, BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.576, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 85.5 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32631, Location: S 21 T 46 N R 25 W (Lat: 38.764108, Lng: -93.685972), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 27.68m (90.81ft), Average Daily Traffic: 4,596 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,043 (year 2041), Features Intersected: UP RR, BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.576, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 85.5 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 32665, Location: S 28 T 46 N R 25 W (Lat: 38.739469, Lng: -93.732144), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 4,596 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,043 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB OF BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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: December 2020
Structure Number: 32665, Location: S 28 T 46 N R 25 W (Lat: 38.739469, Lng: -93.732144), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 4,596 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,043 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB OF BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.805, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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: December 2020
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Structure Number: 32666, Location: S 21 T 46 N R 25 W (Lat: 38.767100, Lng: -93.685825), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,596 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,043 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB OF BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: December 2020
Structure Number: 32666, Location: S 21 T 46 N R 25 W (Lat: 38.767100, Lng: -93.685825), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,596 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 8,043 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB OF BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 186.382, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: December 2020
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Structure Number: 32667, Location: S 33 T 46 N R 25 W (Lat: 38.716142, Lng: -93.733506), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 2,224 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,892 (year 2041), Features Intersected: EAST BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.223, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32667, Location: S 33 T 46 N R 25 W (Lat: 38.716142, Lng: -93.733506), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 2,224 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,892 (year 2041), Features Intersected: EAST BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 190.223, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 32669, Location: S 8 T 45 N R 25 W (Lat: 38.708364, Lng: -93.733892), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 2,224 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,892 (year 2041), Features Intersected: WEST BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32669, Location: S 8 T 45 N R 25 W (Lat: 38.708364, Lng: -93.733892), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 2,224 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,892 (year 2041), Features Intersected: WEST BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 32675, Location: S 7 T 45 N R 25 W (Lat: 38.708061, Lng: -93.731036), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 2,224 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,892 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB OF W BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.139, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 32675, Location: S 7 T 45 N R 25 W (Lat: 38.708061, Lng: -93.731036), Route carried "on" structure: State highway 13, Year Built: 2009, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 2,224 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,892 (year 2041), Design Load: HS 20+Mod, Features Intersected: TRIB OF W BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.139, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 33496, Location: S 3 T 45 N R 26 W (Lat: 38.732900, Lng: -93.779164), Route carried "on" structure: State highway BB, Year Built: 2011, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 535 (year 2041), Design Load: HS 20, Features Intersected: POST OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33496, Location: S 3 T 45 N R 26 W (Lat: 38.732900, Lng: -93.779164), Route carried "on" structure: State highway BB, Year Built: 2011, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 535 (year 2041), Design Load: HS 20, Features Intersected: POST OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33817, Location: S 11 T 46 N R 26 W (Lat: 38.802778, Lng: -93.743056), Route carried "on" structure: County highway , Year Built: 1926, Status: Posted for load, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8 (year 2041), Features Intersected: DEVILS BR POST OAK, Facility Carried by Structure: NW21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $42,000, Total Project Cost: $623,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33817, Location: S 11 T 46 N R 26 W (Lat: 38.802778, Lng: -93.743056), Route carried "on" structure: County highway , Year Built: 1926, Status: Posted for load, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 5 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8 (year 2041), Features Intersected: DEVILS BR POST OAK, Facility Carried by Structure: NW21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 24.5m (80.4ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 7.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $42,000, Total Project Cost: $623,000 ( Estimate for 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: 33877, Location: S 1 T 46 N R 26 W (Lat: 38.804222, Lng: -93.705406), Route carried "on" structure: State highway 13, Year Built: 2012, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,702 (year 2041), Features Intersected: BLACKWATER RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.600, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33877, Location: S 1 T 46 N R 26 W (Lat: 38.804222, Lng: -93.705406), Route carried "on" structure: State highway 13, Year Built: 2012, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,702 (year 2041), Features Intersected: BLACKWATER RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.600, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: December 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: 33879, Location: S 1 T 46 N R 26 W (Lat: 38.802992, Lng: -93.703683), Route carried "on" structure: State highway 13, Year Built: 2012, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,702 (year 2041), Features Intersected: OLD CHANNEL BLACKW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33879, Location: S 1 T 46 N R 26 W (Lat: 38.802992, Lng: -93.703683), Route carried "on" structure: State highway 13, Year Built: 2012, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,702 (year 2041), Features Intersected: OLD CHANNEL BLACKW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 181.842, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 3429, Location: S 15 T 46 N R 25 W (Lat: 38.772589, Lng: -93.668122), Route carried "on" structure: US 50, Year Built: 1983, Year Reconstructed: 2006, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 9,709 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 16,991 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.657, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, 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: 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, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3429, Location: S 15 T 46 N R 25 W (Lat: 38.772589, Lng: -93.668122), Route carried "on" structure: US 50, Year Built: 1983, Year Reconstructed: 2006, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 9,709 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 16,991 (year 2041), Design Load: HS 20+Mod, Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 88.657, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, 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: 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, Inspection Date: December 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: 34877, Location: S 5 T 46 N R 25 W (Lat: 38.812972, Lng: -93.690222), Route carried "on" structure: County highway 219, Year Built: 2012, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DITCH, Facility Carried by Structure: CO RD NE251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 34877, Location: S 5 T 46 N R 25 W (Lat: 38.812972, Lng: -93.690222), Route carried "on" structure: County highway 219, Year Built: 2012, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 70 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 112 (year 2041), Design Load: HS 20, Features Intersected: DRAIN DITCH, Facility Carried by Structure: CO RD NE251
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 34878, Location: S 7 T 46 N R 25 W (Lat: 38.791333, Lng: -93.724083), Route carried "on" structure: County highway 22, Year Built: 1995, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: TRIB BLACKWATER RV, Facility Carried by Structure: CO RD NE 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.7m (15.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 34878, Location: S 7 T 46 N R 25 W (Lat: 38.791333, Lng: -93.724083), Route carried "on" structure: County highway 22, Year Built: 1995, Status: Posted for load, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2041), Design Load: HS 20, Features Intersected: TRIB BLACKWATER RV, Facility Carried by Structure: CO RD NE 175
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.7m (15.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.8m (25.6ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $7,000, Total Project Cost: $111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34879, Location: S 20 T 46 N R 25 W (Lat: 38.758667, Lng: -93.695083), Route carried "on" structure: County highway 226, Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: TRIB BEAR CR, Facility Carried by Structure: E DIVISION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 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: Meets minimum limits, Waterway Adequacy: Equal to 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: Epoxy Coated Reinforcing
Structure Number: 34879, Location: S 20 T 46 N R 25 W (Lat: 38.758667, Lng: -93.695083), Route carried "on" structure: County highway 226, Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: TRIB BEAR CR, Facility Carried by Structure: E DIVISION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.3 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: Meets minimum limits, Waterway Adequacy: Equal to 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: Epoxy Coated Reinforcing
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Structure Number: 34885, Location: S 11 T 45 N R 26 W (Lat: 38.715128, Lng: -93.766861), Route carried "on" structure: County highway 390, Year Built: 2011, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 104 (year 2041), Design Load: HS 20, Features Intersected: BR FLETCHER CR, Facility Carried by Structure: CO RD SW 101
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
Structure Number: 34885, Location: S 11 T 45 N R 26 W (Lat: 38.715128, Lng: -93.766861), Route carried "on" structure: County highway 390, Year Built: 2011, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 104 (year 2041), Design Load: HS 20, Features Intersected: BR FLETCHER CR, Facility Carried by Structure: CO RD SW 101
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), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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
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Structure Number: 34886, Location: S 10 T 45 N R 26 W (Lat: 38.713639, Lng: -93.766956), Route carried "on" structure: County highway 39, Year Built: 2011, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: FLETCHER CR, Facility Carried by Structure: CO RD SW 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 14.6m (47.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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 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
Structure Number: 34886, Location: S 10 T 45 N R 26 W (Lat: 38.713639, Lng: -93.766956), Route carried "on" structure: County highway 39, Year Built: 2011, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 110 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: FLETCHER CR, Facility Carried by Structure: CO RD SW 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, 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: 14.6m (47.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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 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
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Structure Number: 3516, Location: S 18 T 46 N R 25 W (Lat: 38.774461, Lng: -93.719425), Route carried "on" structure: Business State highway 50, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 7,180 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 11,847 (year 2041), Design Load: H 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.906, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3516, Location: S 18 T 46 N R 25 W (Lat: 38.774461, Lng: -93.719425), Route carried "on" structure: Business State highway 50, Year Built: 1983, Year Reconstructed: 2001, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 7,180 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 11,847 (year 2041), Design Load: H 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.906, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 35161, Location: S 1 T 46 N R 26 W (Lat: 38.807208, Lng: -93.740194), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: BLACKWATER RVR, Facility Carried by Structure: BUS 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, 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: 32.0m (105.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35161, Location: S 1 T 46 N R 26 W (Lat: 38.807208, Lng: -93.740194), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: BLACKWATER RVR, Facility Carried by Structure: BUS 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, 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: 32.0m (105.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35464, Location: S 33 T 46 N R 26 W (Lat: 38.747736, Lng: -93.788647), Route carried "on" structure: County highway 233, Year Built: 2015, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: W FK POST OAK, Facility Carried by Structure: CO RD SW100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.9 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: Better than 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35464, Location: S 33 T 46 N R 26 W (Lat: 38.747736, Lng: -93.788647), Route carried "on" structure: County highway 233, Year Built: 2015, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: W FK POST OAK, Facility Carried by Structure: CO RD SW100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.9 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: Better than 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35465, Location: S 34 T 46 N R 26 W (Lat: 38.747225, Lng: -93.776778), Route carried "on" structure: County highway 233, Year Built: 2015, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: E FK POST OAK, Facility Carried by Structure: CO RD SW 100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.9 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: Better than 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35465, Location: S 34 T 46 N R 26 W (Lat: 38.747225, Lng: -93.776778), Route carried "on" structure: County highway 233, Year Built: 2015, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 160 (year 2041), Design Load: HS 20, Features Intersected: E FK POST OAK, Facility Carried by Structure: CO RD SW 100
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.9 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: Better than 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3562, Location: S 20 T 28 N R 25 W (Lat: 37.117736, Lng: -93.680361), Route carried "on" structure: State highway 174, Year Built: 1985, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 2,699 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,914 (year 2041), Design Load: HS 20, Features Intersected: CHESAPEAKE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.292, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 3562, Location: S 20 T 28 N R 25 W (Lat: 37.117736, Lng: -93.680361), Route carried "on" structure: State highway 174, Year Built: 1985, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 2,699 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 3,914 (year 2041), Design Load: HS 20, Features Intersected: CHESAPEAKE CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.292, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 91.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 3562, Location: S 14 T 46 N R 26 W (Lat: 38.762778, Lng: -93.735833), Route carried "on" structure: City street 13, Year Built: 1963, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 14,241 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 21,362 (year 2041), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.033, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Bituminous, Membrane: Built-up
Structure Number: 3562, Location: S 14 T 46 N R 26 W (Lat: 38.762778, Lng: -93.735833), Route carried "on" structure: City street 13, Year Built: 1963, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 14,241 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 21,362 (year 2041), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.033, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, 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: Bituminous, Membrane: Built-up
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Structure Number: 35638, Location: S 29 T 46 N R 25 W (Lat: 38.744144, Lng: -93.694119), Route carried "on" structure: State highway DD, Year Built: 2017, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 3,729 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,780 (year 2041), Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35638, Location: S 29 T 46 N R 25 W (Lat: 38.744144, Lng: -93.694119), Route carried "on" structure: State highway DD, Year Built: 2017, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 3,729 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,780 (year 2041), Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.533, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: 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: December 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: 3982, Location: S 15 T 46 N R 26 W (Lat: 38.776203, Lng: -93.775278), Route carried "on" structure: US 50, Year Built: 1990, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 8,716 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 15,253 (year 2041), Design Load: HS 20+Mod, Features Intersected: DEVIL'S BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.355, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 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: Equal to 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3982, Location: S 15 T 46 N R 26 W (Lat: 38.776203, Lng: -93.775278), Route carried "on" structure: US 50, Year Built: 1990, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 8,716 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 15,253 (year 2041), Design Load: HS 20+Mod, Features Intersected: DEVIL'S BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 79.355, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.1 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: Equal to 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: December 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: 4803, Location: S 14 T 46 N R 26 W (Lat: 38.775750, Lng: -93.763178), Route carried "on" structure: US 50, Year Built: 1924, Year Reconstructed: 1990, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 9,758 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 17,077 (year 2041), Design Load: H 20, Features Intersected: POST OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.385, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4803, Location: S 14 T 46 N R 26 W (Lat: 38.775750, Lng: -93.763178), Route carried "on" structure: US 50, Year Built: 1924, Year Reconstructed: 1990, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 9,758 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 17,077 (year 2041), Design Load: H 20, Features Intersected: POST OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 80.385, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 658, Location: S 15 T 46 N R 25 W (Lat: 38.772822, Lng: -93.667875), Route carried "on" structure: US 50, Year Built: 1958, Year Reconstructed: 2006, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 18,104 (year 2041), Design Load: H 20, Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.787, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $55,000, Total Project Cost: $832,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 658, Location: S 15 T 46 N R 25 W (Lat: 38.772822, Lng: -93.667875), Route carried "on" structure: US 50, Year Built: 1958, Year Reconstructed: 2006, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 10,345 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 18,104 (year 2041), Design Load: H 20, Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 332.787, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $55,000, Total Project Cost: $832,000 ( 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: 6581, Location: S 15 T 46 N R 25 W (Lat: 38.772419, Lng: -93.662942), Route carried "on" structure: US 50, Year Built: 1968, Year Reconstructed: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,054 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 35,095 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAYES BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.143, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 6581, Location: S 15 T 46 N R 25 W (Lat: 38.772419, Lng: -93.662942), Route carried "on" structure: US 50, Year Built: 1968, Year Reconstructed: 1983, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20,054 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 35,095 (year 2041), Design Load: HS 20+Mod, Features Intersected: MAYES BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.143, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 7313, Location: S 34 T 47 N R 26 W (Lat: 38.828094, Lng: -93.766008), Route carried "on" structure: State highway OO, Year Built: 1960, Year Reconstructed: 2017, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 716 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,110 (year 2041), Design Load: H 15, Features Intersected: WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.503, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7313, Location: S 34 T 47 N R 26 W (Lat: 38.828094, Lng: -93.766008), Route carried "on" structure: State highway OO, Year Built: 1960, Year Reconstructed: 2017, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 716 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,110 (year 2041), Design Load: H 15, Features Intersected: WALNUT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.503, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.6m (51.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7465, Location: S 32 T 47 N R 25 W (Lat: 38.828450, Lng: -93.686350), Route carried "on" structure: State highway V, Year Built: 1951, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 551 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 854 (year 2041), Design Load: H 10, Features Intersected: HAW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, 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: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 7465, Location: S 32 T 47 N R 25 W (Lat: 38.828450, Lng: -93.686350), Route carried "on" structure: State highway V, Year Built: 1951, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 551 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 854 (year 2041), Design Load: H 10, Features Intersected: HAW CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, 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: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 7498, Location: S 36 T 47 N R 26 W (Lat: 38.826219, Lng: -93.722647), Route carried "on" structure: State highway V, Year Built: 1951, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 551 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 854 (year 2041), Design Load: H 10, Features Intersected: COLBURN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.643, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 7498, Location: S 36 T 47 N R 26 W (Lat: 38.826219, Lng: -93.722647), Route carried "on" structure: State highway V, Year Built: 1951, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 551 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 854 (year 2041), Design Load: H 10, Features Intersected: COLBURN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.643, 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: 3.0m (9.8ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $17,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 84, Location: S 15 T 46 N R 26 W (Lat: 38.776447, Lng: -93.775125), Route carried "on" structure: US 50, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,477 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 14,835 (year 2041), Design Load: H 20, Features Intersected: DEVIL'S BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.133, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Bituminous
Structure Number: 84, Location: S 15 T 46 N R 26 W (Lat: 38.776447, Lng: -93.775125), Route carried "on" structure: US 50, Year Built: 1967, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 8,477 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 14,835 (year 2041), Design Load: H 20, Features Intersected: DEVIL'S BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.133, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Bituminous
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Structure Number: 841, Location: S 14 T 46 N R 26 W (Lat: 38.775994, Lng: -93.763175), Route carried "on" structure: US 50, Year Built: 1967, Year Reconstructed: 1990, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 11,398 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 19,947 (year 2041), Design Load: H 20, Features Intersected: POST OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 841, Location: S 14 T 46 N R 26 W (Lat: 38.775994, Lng: -93.763175), Route carried "on" structure: US 50, Year Built: 1967, Year Reconstructed: 1990, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 11,398 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 19,947 (year 2041), Design Load: H 20, Features Intersected: POST OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.072, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 122, Location: S 13 T 46 N R 26 W (Lat: 38.775361, Lng: -93.736169), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 9,374 (year 2021), Truck Traffic: 10%, Features Intersected: US 50, Facility Carried by Structure: BU 13 S
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 338.769, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 122, Location: S 13 T 46 N R 26 W (Lat: 38.775361, Lng: -93.736169), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 9,374 (year 2021), Truck Traffic: 10%, Features Intersected: US 50, Facility Carried by Structure: BU 13 S
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 338.769, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 122, Location: S 13 T 46 N R 26 W (Lat: 38.775361, Lng: -93.736169), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,225 (year 2021), Truck Traffic: 15%, Features Intersected: US 50, Facility Carried by Structure: BU 13 S
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 82.775, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: 122, Location: S 13 T 46 N R 26 W (Lat: 38.775361, Lng: -93.736169), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,225 (year 2021), Truck Traffic: 15%, Features Intersected: US 50, Facility Carried by Structure: BU 13 S
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 82.775, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 17.7m (58.1ft)
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Structure Number: 28, Location: S 13 T 46 N R 26 W (Lat: 38.775356, Lng: -93.739711), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,225 (year 2021), Truck Traffic: 15%, Features Intersected: US 50, Facility Carried by Structure: HOLDEN ST S
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 82.468, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 28, Location: S 13 T 46 N R 26 W (Lat: 38.775356, Lng: -93.739711), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,225 (year 2021), Truck Traffic: 15%, Features Intersected: US 50, Facility Carried by Structure: HOLDEN ST S
Minimum Vertical Clearance: 5.59m (18.34ft), Kilometerpoint: 82.468, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 28, Location: S 13 T 46 N R 26 W (Lat: 38.775356, Lng: -93.739711), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,584 (year 2021), Truck Traffic: 12%, Features Intersected: US 50, Facility Carried by Structure: HOLDEN ST S
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 339.070, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
Structure Number: 28, Location: S 13 T 46 N R 26 W (Lat: 38.775356, Lng: -93.739711), Route carried "under" structure: US 50, Year Built: 1959, Structure Length: 0. m, Average Daily Traffic: 7,584 (year 2021), Truck Traffic: 12%, Features Intersected: US 50, Facility Carried by Structure: HOLDEN ST S
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 339.070, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.5m (64.0ft)
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Structure Number: 32605, Location: S 16 T 46 N R 25 W (Lat: 38.772925, Lng: -93.685789), Route carried "under" structure: State highway 13, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 12%, Features Intersected: MO 13, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 281.987, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 32605, Location: S 16 T 46 N R 25 W (Lat: 38.772925, Lng: -93.685789), Route carried "under" structure: State highway 13, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 12%, Features Intersected: MO 13, Facility Carried by Structure: US 50 E
Minimum Vertical Clearance: 5.37m (17.62ft), Kilometerpoint: 281.987, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 32606, Location: S 16 T 46 N R 25 W (Lat: 38.773275, Lng: -93.685639), Route carried "under" structure: State highway 13, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 12%, Features Intersected: MO 13, Facility Carried by Structure: US 50 W
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 282.025, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 32606, Location: S 16 T 46 N R 25 W (Lat: 38.773275, Lng: -93.685639), Route carried "under" structure: State highway 13, Year Built: 2009, Structure Length: 0. m, Average Daily Traffic: 5,544 (year 2021), Truck Traffic: 12%, Features Intersected: MO 13, Facility Carried by Structure: US 50 W
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 282.025, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 3516, Location: S 18 T 46 N R 25 W (Lat: 38.774461, Lng: -93.719425), Route carried "under" structure: US 50, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,191 (year 2021), Truck Traffic: 12%, Features Intersected: US 50
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 337.309, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 3516, Location: S 18 T 46 N R 25 W (Lat: 38.774461, Lng: -93.719425), Route carried "under" structure: US 50, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 11,191 (year 2021), Truck Traffic: 12%, Features Intersected: US 50
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 337.309, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 3516, Location: S 18 T 46 N R 25 W (Lat: 38.774461, Lng: -93.719425), Route carried "under" structure: US 50, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 9,378 (year 2021), Truck Traffic: 11%, Features Intersected: US 50
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 84.228, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 3516, Location: S 18 T 46 N R 25 W (Lat: 38.774461, Lng: -93.719425), Route carried "under" structure: US 50, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 9,378 (year 2021), Truck Traffic: 11%, Features Intersected: US 50
Minimum Vertical Clearance: 6.27m (20.57ft), Kilometerpoint: 84.228, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)