Bridge Statistics for Cliff Village, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 371ft / 113mTotal length
- $3,699,000Total costs
- 142,924Total average daily traffic
- 41,115Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cliff Village
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 71950-1959
- 121990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 63.6%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 27.3%Very good
- 54.5%Good
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 16.7%Good
- 66.7%Satisfactory
- 16.7%Fair
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Structure Number: 12017, Location: S 35 T 27 N R 33 W (Lat: 37.020425, Lng: -94.513667), Route carried "on" structure: State highway 86, Year Built: 2001, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 7,185 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,370 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.9 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: Equal to present desirable 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12017, Location: S 35 T 27 N R 33 W (Lat: 37.020425, Lng: -94.513667), Route carried "on" structure: State highway 86, Year Built: 2001, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 7,185 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 14,370 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.822, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.9 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: Equal to present desirable 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4146, Location: S 9 T 26 N R 32 W (Lat: 36.996575, Lng: -94.431328), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 24,779 (year 2041), Design Load: HS 20+Mod, Features Intersected: RT V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.858, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), 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: Very good, Inventory Rating: 69.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4146, Location: S 9 T 26 N R 32 W (Lat: 36.996575, Lng: -94.431328), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 24,779 (year 2041), Design Load: HS 20+Mod, Features Intersected: RT V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.858, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), 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: Very good, Inventory Rating: 69.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4147, Location: S 9 T 26 N R 32 W (Lat: 36.996592, Lng: -94.431667), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 14,702 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 27,199 (year 2041), Design Load: HS 20+Mod, Features Intersected: RT V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.218, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), 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, Inventory Rating: 69.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4147, Location: S 9 T 26 N R 32 W (Lat: 36.996592, Lng: -94.431667), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 14,702 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 27,199 (year 2041), Design Load: HS 20+Mod, Features Intersected: RT V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 239.218, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), 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, Inventory Rating: 69.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4149, Location: S 9 T 26 N R 32 W (Lat: 36.983014, Lng: -94.432311), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 54 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 89 (year 2041), Design Load: HS 20, Features Intersected: IS 49, Facility Carried by Structure: DAVID DR E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.758, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4149, Location: S 9 T 26 N R 32 W (Lat: 36.983014, Lng: -94.432311), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 54 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 89 (year 2041), Design Load: HS 20, Features Intersected: IS 49, Facility Carried by Structure: DAVID DR E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.758, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 415, Location: S 7 T 21 N R 23 W (Lat: 36.531042, Lng: -93.462883), Route carried "on" structure: State highway 86, Year Built: 1957, Year Reconstructed: 2005, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,259 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 6,518 (year 2041), Design Load: H 15, Features Intersected: PVT PICKENS RD, LIT IN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.636, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $732,000 ( 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: 415, Location: S 7 T 21 N R 23 W (Lat: 36.531042, Lng: -93.462883), Route carried "on" structure: State highway 86, Year Built: 1957, Year Reconstructed: 2005, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,259 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 6,518 (year 2041), Design Load: H 15, Features Intersected: PVT PICKENS RD, LIT IN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 150.636, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $49,000, Total Project Cost: $732,000 ( 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: 415, Location: S 16 T 26 N R 32 W (Lat: 36.978775, Lng: -94.431356), Route carried "on" structure: Interstate 49, Year Built: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 24,779 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD OLD HWY 71, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.835, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: Very good, Operating Rating: 75.6 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 415, Location: S 16 T 26 N R 32 W (Lat: 36.978775, Lng: -94.431356), Route carried "on" structure: Interstate 49, Year Built: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 24,779 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD OLD HWY 71, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.835, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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: Very good, Operating Rating: 75.6 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4151, Location: S 16 T 26 N R 32 W (Lat: 36.978892, Lng: -94.431678), Route carried "on" structure: Interstate 49, Year Built: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 13,181 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 24,385 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD OLD HWY 71, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.194, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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, Operating Rating: 75.6 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4151, Location: S 16 T 26 N R 32 W (Lat: 36.978892, Lng: -94.431678), Route carried "on" structure: Interstate 49, Year Built: 1993, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 13,181 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 24,385 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD OLD HWY 71, KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.194, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, 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, Operating Rating: 75.6 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4153, Location: S 16 T 26 N R 32 W (Lat: 36.975992, Lng: -94.431197), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 20.09m (65.91ft), Average Daily Traffic: 13,181 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 24,385 (year 2041), Design Load: HS 20+Mod, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.5m (119.8ft), 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: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,682,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,523,000 ( 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: 4153, Location: S 16 T 26 N R 32 W (Lat: 36.975992, Lng: -94.431197), Route carried "on" structure: Interstate 49, Year Built: 1994, Status: Open, Structure Length: 20.09m (65.91ft), Average Daily Traffic: 13,181 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 24,385 (year 2041), Design Load: HS 20+Mod, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 241.397, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 36.5m (119.8ft), 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: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,682,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,523,000 ( 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: 4953, Location: S 20 T 26 N R 15 W (Lat: 36.928064, Lng: -92.612561), Route carried "on" structure: State highway 14, Year Built: 1926, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,194 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,030 (year 2041), Design Load: H 15, Features Intersected: WILD CAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.38m (1.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $444,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4953, Location: S 20 T 26 N R 15 W (Lat: 36.928064, Lng: -92.612561), Route carried "on" structure: State highway 14, Year Built: 1926, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 1,194 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,030 (year 2041), Design Load: H 15, Features Intersected: WILD CAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.389, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.1m (46.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.38m (1.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $444,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6516, Location: S 27 T 27 N R 33 W (Lat: 37.030825, Lng: -94.523144), Route carried "on" structure: Interstate 44, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 16,087 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 29,761 (year 2041), Design Load: HS 20, Features Intersected: CST GLENDALE RD, CST C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.603, Lanes on structure: 2, Lanes under structure: 4, 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: 6, Length of Maximum Span: 38.1m (125.0ft), 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: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6516, Location: S 27 T 27 N R 33 W (Lat: 37.030825, Lng: -94.523144), Route carried "on" structure: Interstate 44, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 16,087 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 29,761 (year 2041), Design Load: HS 20, Features Intersected: CST GLENDALE RD, CST C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.603, Lanes on structure: 2, Lanes under structure: 4, 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: 6, Length of Maximum Span: 38.1m (125.0ft), 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: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6517, Location: S 27 T 27 N R 33 W (Lat: 37.030892, Lng: -94.523408), Route carried "on" structure: Interstate 44, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 14,590 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 26,992 (year 2041), Design Load: HS 20, Features Intersected: CST CASTLE DR, CST GLEND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.032, Lanes on structure: 2, Lanes under structure: 4, 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: 6, Length of Maximum Span: 38.1m (125.0ft), 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: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6517, Location: S 27 T 27 N R 33 W (Lat: 37.030892, Lng: -94.523408), Route carried "on" structure: Interstate 44, Year Built: 1956, Year Reconstructed: 2019, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 14,590 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 26,992 (year 2041), Design Load: HS 20, Features Intersected: CST CASTLE DR, CST GLEND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 462.032, Lanes on structure: 2, Lanes under structure: 4, 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: 6, Length of Maximum Span: 38.1m (125.0ft), 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: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 4146, Location: S 9 T 26 N R 32 W (Lat: 36.996575, Lng: -94.431328), Route carried "under" structure: State highway V, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,249 (year 2021), Truck Traffic: 9%, Features Intersected: RT V, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.604, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 4146, Location: S 9 T 26 N R 32 W (Lat: 36.996575, Lng: -94.431328), Route carried "under" structure: State highway V, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,249 (year 2021), Truck Traffic: 9%, Features Intersected: RT V, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.604, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 4147, Location: S 9 T 26 N R 32 W (Lat: 36.996592, Lng: -94.431667), Route carried "under" structure: State highway V, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,249 (year 2021), Truck Traffic: 9%, Features Intersected: RT V, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.573, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 4147, Location: S 9 T 26 N R 32 W (Lat: 36.996592, Lng: -94.431667), Route carried "under" structure: State highway V, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 1,249 (year 2021), Truck Traffic: 9%, Features Intersected: RT V, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.573, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 4149, Location: S 9 T 26 N R 32 W (Lat: 36.983014, Lng: -94.432311), Route carried "under" structure: Interstate 49, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,181 (year 2021), Truck Traffic: 28%, Features Intersected: IS 49, Facility Carried by Structure: DAVID DR E
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 240.771, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 4149, Location: S 9 T 26 N R 32 W (Lat: 36.983014, Lng: -94.432311), Route carried "under" structure: Interstate 49, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,181 (year 2021), Truck Traffic: 28%, Features Intersected: IS 49, Facility Carried by Structure: DAVID DR E
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 240.771, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
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Structure Number: 4149, Location: S 9 T 26 N R 32 W (Lat: 36.983014, Lng: -94.432311), Route carried "under" structure: Interstate 49, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Features Intersected: IS 49, Facility Carried by Structure: DAVID DR E
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 55.349, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 4149, Location: S 9 T 26 N R 32 W (Lat: 36.983014, Lng: -94.432311), Route carried "under" structure: Interstate 49, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 13,394 (year 2021), Truck Traffic: 31%, Features Intersected: IS 49, Facility Carried by Structure: DAVID DR E
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 55.349, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
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Structure Number: 415, Location: S 16 T 26 N R 32 W (Lat: 36.978775, Lng: -94.431356), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 314 (year 2021), Truck Traffic: 11%, Features Intersected: CRD OLD HWY 71, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 6.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 415, Location: S 16 T 26 N R 32 W (Lat: 36.978775, Lng: -94.431356), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 314 (year 2021), Truck Traffic: 11%, Features Intersected: CRD OLD HWY 71, Facility Carried by Structure: IS 49 N
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 6.202, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 4151, Location: S 16 T 26 N R 32 W (Lat: 36.978892, Lng: -94.431678), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 314 (year 2021), Truck Traffic: 11%, Features Intersected: CRD OLD HWY 71, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 7.65m (25.10ft), Kilometerpoint: 6.172, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 4151, Location: S 16 T 26 N R 32 W (Lat: 36.978892, Lng: -94.431678), Route carried "under" structure: County highway , Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 314 (year 2021), Truck Traffic: 11%, Features Intersected: CRD OLD HWY 71, Facility Carried by Structure: IS 49 S
Minimum Vertical Clearance: 7.65m (25.10ft), Kilometerpoint: 6.172, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 6516, Location: S 27 T 27 N R 33 W (Lat: 37.030825, Lng: -94.523144), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 118 (year 2021), Truck Traffic: 5%, Features Intersected: CST CASTLE DR, Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.513, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 6516, Location: S 27 T 27 N R 33 W (Lat: 37.030825, Lng: -94.523144), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 118 (year 2021), Truck Traffic: 5%, Features Intersected: CST CASTLE DR, Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.513, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 6516, Location: S 27 T 27 N R 33 W (Lat: 37.030825, Lng: -94.523144), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 1,580 (year 2021), Truck Traffic: 5%, Features Intersected: CST GLENDALE RD, Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 2.633, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 6516, Location: S 27 T 27 N R 33 W (Lat: 37.030825, Lng: -94.523144), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 1,580 (year 2021), Truck Traffic: 5%, Features Intersected: CST GLENDALE RD, Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 2.633, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 6517, Location: S 27 T 27 N R 33 W (Lat: 37.030892, Lng: -94.523408), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 1,186 (year 2021), Truck Traffic: 5%, Features Intersected: CST GLENDALE RD, Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 3.68m (12.07ft), Kilometerpoint: 2.610, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 6517, Location: S 27 T 27 N R 33 W (Lat: 37.030892, Lng: -94.523408), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 1,186 (year 2021), Truck Traffic: 5%, Features Intersected: CST GLENDALE RD, Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 3.68m (12.07ft), Kilometerpoint: 2.610, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 6517, Location: S 27 T 27 N R 33 W (Lat: 37.030892, Lng: -94.523408), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 118 (year 2021), Truck Traffic: 5%, Features Intersected: CST CASTLE DR, Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.492, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 6517, Location: S 27 T 27 N R 33 W (Lat: 37.030892, Lng: -94.523408), Route carried "under" structure: City street , Year Built: 1956, Structure Length: 0. m, Average Daily Traffic: 118 (year 2021), Truck Traffic: 5%, Features Intersected: CST CASTLE DR, Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.492, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)