Bridge Statistics for Goodman, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 285ft / 87.2mTotal length
- $1,757,000Total costs
- 82,927Total average daily traffic
- 16,618Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Goodman
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 21940-1949
- 21950-1959
- 151990-1999
- 12010-2019
- Bridge Condition - Deck
- 6.7%Very good
- 40.0%Good
- 26.7%Satisfactory
- 20.0%Fair
- 6.7%Serious
- Bridge Condition - Superstructure
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 26.7%Good
- 20.0%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 7.1%Good
- 28.6%Satisfactory
- 42.9%Fair
- 14.3%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Fair
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Structure Number: 1173, Location: S 7 T 23 N R 32 W (Lat: 36.738283, Lng: -94.425725), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 9,343 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,350 (year 2041), Design Load: HS 25 or greater, Features Intersected: RT B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.689, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.5 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: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1173, Location: S 7 T 23 N R 32 W (Lat: 36.738283, Lng: -94.425725), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 9,343 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,350 (year 2041), Design Load: HS 25 or greater, Features Intersected: RT B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.689, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.5 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: Equal to 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: October 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: 1175, Location: S 7 T 23 N R 32 W (Lat: 36.738194, Lng: -94.426017), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 7,982 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 13,969 (year 2041), Design Load: HS 25 or greater, Features Intersected: RT B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.389, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.5 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: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1175, Location: S 7 T 23 N R 32 W (Lat: 36.738194, Lng: -94.426017), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 7,982 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 13,969 (year 2041), Design Load: HS 25 or greater, Features Intersected: RT B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 268.389, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.5 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: Equal to 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: October 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: 11756, Location: S 6 T 23 N R 32 W (Lat: 36.757472, Lng: -94.426856), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 7,918 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 13,857 (year 2041), Design Load: HS 25 or greater, Features Intersected: SUGAR FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.828, 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: 28.6m (93.8ft), 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, Inventory Rating: 48.6 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11756, Location: S 6 T 23 N R 32 W (Lat: 36.757472, Lng: -94.426856), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 7,918 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 13,857 (year 2041), Design Load: HS 25 or greater, Features Intersected: SUGAR FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.828, 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: 28.6m (93.8ft), 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, Inventory Rating: 48.6 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: October 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: 11757, Location: S 6 T 23 N R 32 W (Lat: 36.757483, Lng: -94.427139), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 7,982 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 13,969 (year 2041), Design Load: HS 25 or greater, Features Intersected: SUGAR FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 266.202, 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: 28.6m (93.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 59.4 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11757, Location: S 6 T 23 N R 32 W (Lat: 36.757483, Lng: -94.427139), Route carried "on" structure: Interstate 49, Year Built: 1998, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 7,982 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 13,969 (year 2041), Design Load: HS 25 or greater, Features Intersected: SUGAR FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 266.202, 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: 28.6m (93.8ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Inventory Rating: 59.4 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: October 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: 11785, Location: S 18 T 23 N R 32 W (Lat: 36.721956, Lng: -94.418867), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 6,023 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 10,540 (year 2041), Design Load: HS 20, Features Intersected: MO 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.762, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11785, Location: S 18 T 23 N R 32 W (Lat: 36.721956, Lng: -94.418867), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 6,023 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 10,540 (year 2041), Design Load: HS 20, Features Intersected: MO 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.762, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 11786, Location: S 18 T 23 N R 32 W (Lat: 36.721897, Lng: -94.419142), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 9,153 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,018 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.282, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11786, Location: S 18 T 23 N R 32 W (Lat: 36.721897, Lng: -94.419142), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 9,153 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 16,018 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.282, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 11798, Location: S 17 T 23 N R 32 W (Lat: 36.717739, Lng: -94.417508), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 6,023 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 10,540 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD SCHOOL ST, KCS RR,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.257, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11798, Location: S 17 T 23 N R 32 W (Lat: 36.717739, Lng: -94.417508), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 6,023 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 10,540 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD SCHOOL ST, KCS RR,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.257, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: October 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: 11799, Location: S 17 T 23 N R 32 W (Lat: 36.717594, Lng: -94.417767), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 6,046 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 10,581 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD SCHOOL ST, KCS RR,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.755, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11799, Location: S 17 T 23 N R 32 W (Lat: 36.717594, Lng: -94.417767), Route carried "on" structure: Interstate 49, Year Built: 1999, Status: Open, Structure Length: 12.25m (40.19ft), Average Daily Traffic: 6,046 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 10,581 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD SCHOOL ST, KCS RR,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 270.755, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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: October 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: 1644, Location: S 4 T 23 N R 32 W (Lat: 36.743908, Lng: -94.385453), Route carried "on" structure: County highway 120, Year Built: 1935, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 10, Features Intersected: TRIB OF BULLSKIN C, Facility Carried by Structure: GARNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1644, Location: S 4 T 23 N R 32 W (Lat: 36.743908, Lng: -94.385453), Route carried "on" structure: County highway 120, Year Built: 1935, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 10, Features Intersected: TRIB OF BULLSKIN C, Facility Carried by Structure: GARNER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17758, Location: S 22 T 23 N R 32 W (Lat: 36.702647, Lng: -94.377050), Route carried "on" structure: County highway 162, Year Built: 1996, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CR, Facility Carried by Structure: PEACH ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 17758, Location: S 22 T 23 N R 32 W (Lat: 36.702647, Lng: -94.377050), Route carried "on" structure: County highway 162, Year Built: 1996, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: INDIAN CR, Facility Carried by Structure: PEACH ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1777, Location: S 27 T 23 N R 32 W (Lat: 36.695106, Lng: -94.374508), Route carried "on" structure: County highway 162, Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: H 20, Features Intersected: TRIB OF INDIAN CR, Facility Carried by Structure: PEACH ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1777, Location: S 27 T 23 N R 32 W (Lat: 36.695106, Lng: -94.374508), Route carried "on" structure: County highway 162, Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 75 (year 2040), Design Load: H 20, Features Intersected: TRIB OF INDIAN CR, Facility Carried by Structure: PEACH ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.966, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36241, Location: S 19 T 23 N R 32 W (Lat: 36.702833, Lng: -94.428822), Route carried "on" structure: County highway 405, Year Built: 2019, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF BEAVER CR, Facility Carried by Structure: BLACKSTOCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 36241, Location: S 19 T 23 N R 32 W (Lat: 36.702833, Lng: -94.428822), Route carried "on" structure: County highway 405, Year Built: 2019, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8 (year 2040), Design Load: HS 20, Features Intersected: TRIB OF BEAVER CR, Facility Carried by Structure: BLACKSTOCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4663, Location: S 18 T 23 N R 32 W (Lat: 36.715611, Lng: -94.420583), Route carried "on" structure: State highway 59, Year Built: 1923, Year Reconstructed: 1941, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 5,974 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 12,545 (year 2041), Design Load: H 15, Features Intersected: KELLY SPRINGS BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.809, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4663, Location: S 18 T 23 N R 32 W (Lat: 36.715611, Lng: -94.420583), Route carried "on" structure: State highway 59, Year Built: 1923, Year Reconstructed: 1941, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 5,974 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 12,545 (year 2041), Design Load: H 15, Features Intersected: KELLY SPRINGS BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.809, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 678, Location: S 11 T 23 N R 32 W (Lat: 36.728803, Lng: -94.360467), Route carried "on" structure: State highway C, Year Built: 1956, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 610 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,068 (year 2041), Design Load: H 10, Features Intersected: BULLSKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.784, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $819,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 678, Location: S 11 T 23 N R 32 W (Lat: 36.728803, Lng: -94.360467), Route carried "on" structure: State highway C, Year Built: 1956, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 610 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 1,068 (year 2041), Design Load: H 10, Features Intersected: BULLSKIN CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.784, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $819,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6978, Location: S 27 T 23 N R 32 W (Lat: 36.688414, Lng: -94.384086), Route carried "on" structure: State highway NN, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 580 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,015 (year 2041), Design Load: H 10, Features Intersected: SELLARS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.492, 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: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 6978, Location: S 27 T 23 N R 32 W (Lat: 36.688414, Lng: -94.384086), Route carried "on" structure: State highway NN, Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 580 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 1,015 (year 2041), Design Load: H 10, Features Intersected: SELLARS CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.492, 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: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 8882, Location: S 3 T 23 N R 33 W (Lat: 36.751017, Lng: -94.478667), Route carried "on" structure: State highway B, Year Built: 1933, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,517 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,655 (year 2041), Design Load: H 10, Features Intersected: SUGAR FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.676, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8882, Location: S 3 T 23 N R 33 W (Lat: 36.751017, Lng: -94.478667), Route carried "on" structure: State highway B, Year Built: 1933, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 1,517 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 2,655 (year 2041), Design Load: H 10, Features Intersected: SUGAR FK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.676, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $42,000, Total Project Cost: $632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9391, Location: S 19 T 23 N R 32 W (Lat: 36.714889, Lng: -94.421028), Route carried "on" structure: ServiceOther road , Year Built: 1943, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Features Intersected: BEAVER BR, Facility Carried by Structure: PVT BRIDGE T1002 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.187, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Membrane: Built-up
Structure Number: 9391, Location: S 19 T 23 N R 32 W (Lat: 36.714889, Lng: -94.421028), Route carried "on" structure: ServiceOther road , Year Built: 1943, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 35 (year 2041), Features Intersected: BEAVER BR, Facility Carried by Structure: PVT BRIDGE T1002 E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.187, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.26m (0.85ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $20,000, Total Project Cost: $306,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Membrane: Built-up
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Structure Number: 9394, Location: S 19 T 23 N R 32 W (Lat: 36.711775, Lng: -94.424092), Route carried "on" structure: ServiceOther road , Year Built: 1943, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: BEAVER BR, Facility Carried by Structure: PVT PRIVATE DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 9394, Location: S 19 T 23 N R 32 W (Lat: 36.711775, Lng: -94.424092), Route carried "on" structure: ServiceOther road , Year Built: 1943, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: BEAVER BR, Facility Carried by Structure: PVT PRIVATE DR S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 16.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1173, Location: S 7 T 23 N R 32 W (Lat: 36.738283, Lng: -94.425725), Route carried "under" structure: State highway B, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 1,140 (year 2021), Truck Traffic: 11%, Features Intersected: RT B, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 18.894, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 1173, Location: S 7 T 23 N R 32 W (Lat: 36.738283, Lng: -94.425725), Route carried "under" structure: State highway B, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 1,140 (year 2021), Truck Traffic: 11%, Features Intersected: RT B, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 18.894, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 1175, Location: S 7 T 23 N R 32 W (Lat: 36.738194, Lng: -94.426017), Route carried "under" structure: State highway B, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 1,140 (year 2021), Truck Traffic: 11%, Features Intersected: RT B, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 18.863, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 1175, Location: S 7 T 23 N R 32 W (Lat: 36.738194, Lng: -94.426017), Route carried "under" structure: State highway B, Year Built: 1998, Structure Length: 0. m, Average Daily Traffic: 1,140 (year 2021), Truck Traffic: 11%, Features Intersected: RT B, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 18.863, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft)
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Structure Number: 11785, Location: S 18 T 23 N R 32 W (Lat: 36.721956, Lng: -94.418867), Route carried "under" structure: State highway 59, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 4,735 (year 2021), Truck Traffic: 8%, Features Intersected: MO 59, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 45.281, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
Structure Number: 11785, Location: S 18 T 23 N R 32 W (Lat: 36.721956, Lng: -94.418867), Route carried "under" structure: State highway 59, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 4,735 (year 2021), Truck Traffic: 8%, Features Intersected: MO 59, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 45.281, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
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Structure Number: 11786, Location: S 18 T 23 N R 32 W (Lat: 36.721897, Lng: -94.419142), Route carried "under" structure: State highway 59, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 5,974 (year 2021), Truck Traffic: 9%, Features Intersected: MO 59, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 45.313, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
Structure Number: 11786, Location: S 18 T 23 N R 32 W (Lat: 36.721897, Lng: -94.419142), Route carried "under" structure: State highway 59, Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 5,974 (year 2021), Truck Traffic: 9%, Features Intersected: MO 59, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 45.313, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.5m (93.5ft)
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Structure Number: 11798, Location: S 17 T 23 N R 32 W (Lat: 36.717739, Lng: -94.417508), Route carried "under" structure: County highway , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 226 (year 2021), Truck Traffic: 10%, Features Intersected: CRD SCHOOL ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 13.24m (43.44ft), Kilometerpoint: 2.208, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 11798, Location: S 17 T 23 N R 32 W (Lat: 36.717739, Lng: -94.417508), Route carried "under" structure: County highway , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 226 (year 2021), Truck Traffic: 10%, Features Intersected: CRD SCHOOL ST, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 13.24m (43.44ft), Kilometerpoint: 2.208, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 11799, Location: S 17 T 23 N R 32 W (Lat: 36.717594, Lng: -94.417767), Route carried "under" structure: County highway , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 226 (year 2021), Truck Traffic: 10%, Features Intersected: CRD SCHOOL ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 13.24m (43.44ft), Kilometerpoint: 2.208, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.2m (89.2ft)
Structure Number: 11799, Location: S 17 T 23 N R 32 W (Lat: 36.717594, Lng: -94.417767), Route carried "under" structure: County highway , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 226 (year 2021), Truck Traffic: 10%, Features Intersected: CRD SCHOOL ST, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 13.24m (43.44ft), Kilometerpoint: 2.208, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.2m (89.2ft)