Bridge Statistics for Parkville, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 597ft / 182mTotal length
- $797,000Total costs
- 224,886Total average daily traffic
- 22,502Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Parkville
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 11940-1949
- 21960-1969
- 11970-1979
- 191980-1989
- 42000-2009
- 22010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 18.8%Very good
- 50.0%Good
- 6.3%Satisfactory
- 6.3%Fair
- 12.5%Serious
- Bridge Condition - Superstructure
- 6.3%Excellent
- 6.3%Very good
- 56.3%Good
- 12.5%Satisfactory
- 18.8%Fair
- Bridge Condition - Substructure
- 18.8%Very good
- 12.5%Good
- 50.0%Satisfactory
- 6.3%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 31.6%Very good
- 42.1%Satisfactory
- 21.1%Fair
- 5.3%Poor
- Bridge Condition - Culverts
- 14.3%Very good
- 14.3%Good
- 71.4%Satisfactory
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Structure Number: 19488, Location: S 18 T 51 N R 34 W (Lat: 39.237622, Lng: -94.755492), Route carried "on" structure: County highway 222, Year Built: 1949, Year Reconstructed: 1976, Status: Closed, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2040), Design Load: H 10, Features Intersected: BRUSH CR, Facility Carried by Structure: OLD N HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2018, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $426,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19488, Location: S 18 T 51 N R 34 W (Lat: 39.237622, Lng: -94.755492), Route carried "on" structure: County highway 222, Year Built: 1949, Year Reconstructed: 1976, Status: Closed, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2040), Design Load: H 10, Features Intersected: BRUSH CR, Facility Carried by Structure: OLD N HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2018, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $426,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21954, Location: S 27 T 51 N R 34 W (Lat: 39.205939, Lng: -94.706678), Route carried "on" structure: City street , Year Built: 1967, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,280 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: S CROOKED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21954, Location: S 27 T 51 N R 34 W (Lat: 39.205939, Lng: -94.706678), Route carried "on" structure: City street , Year Built: 1967, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,200 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,280 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: S CROOKED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21955, Location: S 26 T 51 N R 34 W (Lat: 39.212561, Lng: -94.691572), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,520 (year 2040), Features Intersected: PIED CR, Facility Carried by Structure: GRADEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21955, Location: S 26 T 51 N R 34 W (Lat: 39.212561, Lng: -94.691572), Route carried "on" structure: City street , Year Built: 1968, Status: Posted for load, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,520 (year 2040), Features Intersected: PIED CR, Facility Carried by Structure: GRADEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21959, Location: S 36 T 51 N R 34 W (Lat: 39.184083, Lng: -94.652114), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 445 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 846 (year 2040), Features Intersected: BURLINGTON CR, Facility Carried by Structure: 49TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 21959, Location: S 36 T 51 N R 34 W (Lat: 39.184083, Lng: -94.652114), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 445 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 846 (year 2040), Features Intersected: BURLINGTON CR, Facility Carried by Structure: 49TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 278, Location: S 31 T 51 N R 31 W (Lat: 39.192181, Lng: -94.767472), Route carried "on" structure: Interstate 435, Year Built: 1984, Status: Open, Structure Length: 99.82m (327.49ft), Average Daily Traffic: 14,859 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 30,461 (year 2041), Design Load: HS 20, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 15, Length of Maximum Span: 129.5m (424.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
Structure Number: 278, Location: S 31 T 51 N R 31 W (Lat: 39.192181, Lng: -94.767472), Route carried "on" structure: Interstate 435, Year Built: 1984, Status: Open, Structure Length: 99.82m (327.49ft), Average Daily Traffic: 14,859 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 30,461 (year 2041), Design Load: HS 20, Features Intersected: MISSOURI RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 15, Length of Maximum Span: 129.5m (424.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Membrane: Built-up
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Structure Number: 2802, Location: S 6 T 51 N R 34 W (Lat: 39.254356, Lng: -94.754833), Route carried "on" structure: Interstate 435, Year Built: 1983, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 15,699 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 32,183 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD NW TIFFANY PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.574, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 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: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal 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: 2802, Location: S 6 T 51 N R 34 W (Lat: 39.254356, Lng: -94.754833), Route carried "on" structure: Interstate 435, Year Built: 1983, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 15,699 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 32,183 (year 2041), Design Load: HS 20+Mod, Features Intersected: CRD NW TIFFANY PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.574, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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 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: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal 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: 2803, Location: S 19 T 51 N R 34 W (Lat: 39.224992, Lng: -94.761819), Route carried "on" structure: State highway 45, Year Built: 1981, Status: Posted for load, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 4,148 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,881 (year 2041), Design Load: HS 20, Features Intersected: IS 435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.136, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, 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: 27.4m (89.9ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2803, Location: S 19 T 51 N R 34 W (Lat: 39.224992, Lng: -94.761819), Route carried "on" structure: State highway 45, Year Built: 1981, Status: Posted for load, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 4,148 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,881 (year 2041), Design Load: HS 20, Features Intersected: IS 435
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.136, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, 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: 27.4m (89.9ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 53.1 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: March 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: 2804, Location: S 19 T 51 N R 34 W (Lat: 39.225014, Lng: -94.759883), Route carried "on" structure: State highway 45, Year Built: 1981, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 2,463 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 4,680 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.973, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 79.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2804, Location: S 19 T 51 N R 34 W (Lat: 39.225014, Lng: -94.759883), Route carried "on" structure: State highway 45, Year Built: 1981, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 2,463 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 4,680 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.973, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 79.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 2805, Location: S 19 T 51 N R 34 W (Lat: 39.225042, Lng: -94.758769), Route carried "on" structure: State highway 45, Year Built: 1981, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 2,463 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 4,680 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 79.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2805, Location: S 19 T 51 N R 34 W (Lat: 39.225042, Lng: -94.758769), Route carried "on" structure: State highway 45, Year Built: 1981, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 2,463 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 4,680 (year 2041), Design Load: HS 20, Features Intersected: BRUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.380, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.8m (68.2ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 79.2 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 2814, Location: S 18 T 51 N R 34 W (Lat: 39.237608, Lng: -94.756261), Route carried "on" structure: Interstate 435, Year Built: 1983, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 34,937 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 71,621 (year 2041), Design Load: HS 20+Mod, Features Intersected: NAYLOR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.679, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 2814, Location: S 18 T 51 N R 34 W (Lat: 39.237608, Lng: -94.756261), Route carried "on" structure: Interstate 435, Year Built: 1983, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 34,937 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 71,621 (year 2041), Design Load: HS 20+Mod, Features Intersected: NAYLOR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.679, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.0m (128.0ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 2816, Location: S 31 T 54 N R 34 W (Lat: 39.194750, Lng: -94.759625), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,240 (year 2041), Design Load: H 20, Features Intersected: BRUSH CR, Facility Carried by Structure: NW RIVER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2816, Location: S 31 T 54 N R 34 W (Lat: 39.194750, Lng: -94.759625), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 3,240 (year 2041), Design Load: H 20, Features Intersected: BRUSH CR, Facility Carried by Structure: NW RIVER RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.8m (45.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.2 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: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 28935, Location: S 35 T 51 N R 34 W (Lat: 39.186622, Lng: -94.684922), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 418 (year 2040), Design Load: HS 20, Features Intersected: RUSH CR, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 28935, Location: S 35 T 51 N R 34 W (Lat: 39.186622, Lng: -94.684922), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 220 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 418 (year 2040), Design Load: HS 20, Features Intersected: RUSH CR, Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal 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: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 2905, Location: S 7 T 51 N R 34 W (Lat: 39.245411, Lng: -94.755411), Route carried "on" structure: Interstate 435, Year Built: 1983, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,809 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 22,158 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.817, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2905, Location: S 7 T 51 N R 34 W (Lat: 39.245411, Lng: -94.755411), Route carried "on" structure: Interstate 435, Year Built: 1983, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10,809 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 22,158 (year 2041), Design Load: HS 20+Mod, Features Intersected: MO 152
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.817, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 2909, Location: S 31 T 51 N R 34 W (Lat: 39.194672, Lng: -94.762586), Route carried "on" structure: Interstate 435, Year Built: 1981, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 14,859 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 30,461 (year 2041), Design Load: HS 20, Features Intersected: CRD NW RIVER RD, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.776, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 2909, Location: S 31 T 51 N R 34 W (Lat: 39.194672, Lng: -94.762586), Route carried "on" structure: Interstate 435, Year Built: 1981, Status: Open, Structure Length: 11.06m (36.29ft), Average Daily Traffic: 14,859 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 30,461 (year 2041), Design Load: HS 20, Features Intersected: CRD NW RIVER RD, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.776, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.4m (73.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 85.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: 30598, Location: S 12 T 51 N R 35 W (Lat: 39.248608, Lng: -94.771836), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 722 (year 2040), Design Load: HS 20, Features Intersected: NAYLOR CR, Facility Carried by Structure: JONES MEYER-EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 30598, Location: S 12 T 51 N R 35 W (Lat: 39.248608, Lng: -94.771836), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 722 (year 2040), Design Load: HS 20, Features Intersected: NAYLOR CR, Facility Carried by Structure: JONES MEYER-EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30599, Location: S 27 T 51 N R 34 W (Lat: 39.201069, Lng: -94.707708), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,203 (year 2040), Design Load: HS 20, Features Intersected: WALNUT CR, Facility Carried by Structure: NW WALUNT CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30599, Location: S 27 T 51 N R 34 W (Lat: 39.201069, Lng: -94.707708), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,203 (year 2040), Design Load: HS 20, Features Intersected: WALNUT CR, Facility Carried by Structure: NW WALUNT CREEK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32888, Location: S 35 T 51 N R 34 W (Lat: 39.188894, Lng: -94.682397), Route carried "on" structure: State highway 9, Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,274 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,621 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITE ALOE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.617, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 32888, Location: S 35 T 51 N R 34 W (Lat: 39.188894, Lng: -94.682397), Route carried "on" structure: State highway 9, Year Built: 2009, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,274 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 17,621 (year 2041), Design Load: HS 20+Mod, Features Intersected: WHITE ALOE BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.617, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 95.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 33027, Location: S 27 T 51 N R 34 W (Lat: 39.210692, Lng: -94.712903), Route carried "on" structure: State highway 45, Year Built: 2010, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,831 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 20,579 (year 2041), Design Load: HS 20+Mod, Features Intersected: RUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.948, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 33027, Location: S 27 T 51 N R 34 W (Lat: 39.210692, Lng: -94.712903), Route carried "on" structure: State highway 45, Year Built: 2010, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,831 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 20,579 (year 2041), Design Load: HS 20+Mod, Features Intersected: RUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.948, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 34383, Location: S 18 T 51 N R 34 W (Lat: 39.237939, Lng: -94.757183), Route carried "on" structure: City street 223, Year Built: 1983, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 19 (year 2040), Design Load: HS 15, Features Intersected: NAYLOR BR, Facility Carried by Structure: NAYLOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 34383, Location: S 18 T 51 N R 34 W (Lat: 39.237939, Lng: -94.757183), Route carried "on" structure: City street 223, Year Built: 1983, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 19 (year 2040), Design Load: HS 15, Features Intersected: NAYLOR BR, Facility Carried by Structure: NAYLOR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 3534, Location: S 23 T 51 N R 34 W (Lat: 39.214472, Lng: -94.688694), Route carried "on" structure: City street 15000, Year Built: 2015, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 285 (year 2040), Design Load: HS 20, Features Intersected: CREEK #1, Facility Carried by Structure: CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3534, Location: S 23 T 51 N R 34 W (Lat: 39.214472, Lng: -94.688694), Route carried "on" structure: City street 15000, Year Built: 2015, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 285 (year 2040), Design Load: HS 20, Features Intersected: CREEK #1, Facility Carried by Structure: CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36495, Location: S 33 T 51 N R 34 W (Lat: 39.195969, Lng: -94.721611), Route carried "on" structure: State highway FF, Year Built: 2021, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 3,223 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,801 (year 2041), Features Intersected: RUSH CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36495, Location: S 33 T 51 N R 34 W (Lat: 39.195969, Lng: -94.721611), Route carried "on" structure: State highway FF, Year Built: 2021, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 3,223 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 5,801 (year 2041), Features Intersected: RUSH CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: 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: 5627, Location: S 14 T 51 N R 35 W (Lat: 39.236594, Lng: -94.799122), Route carried "on" structure: State highway 45, Year Built: 1932, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 4,148 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,881 (year 2041), Design Load: H 15, Features Intersected: BROWN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 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: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 5627, Location: S 14 T 51 N R 35 W (Lat: 39.236594, Lng: -94.799122), Route carried "on" structure: State highway 45, Year Built: 1932, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 4,148 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 7,881 (year 2041), Design Load: H 15, Features Intersected: BROWN BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.609, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 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: 13.0m (42.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 5629, Location: S 26 T 51 N R 34 W (Lat: 39.210486, Lng: -94.694369), Route carried "on" structure: State highway 45, Year Built: 1932, Year Reconstructed: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,441 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 29,338 (year 2041), Design Load: H 15, Features Intersected: PIED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.534, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 5629, Location: S 26 T 51 N R 34 W (Lat: 39.210486, Lng: -94.694369), Route carried "on" structure: State highway 45, Year Built: 1932, Year Reconstructed: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15,441 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 29,338 (year 2041), Design Load: H 15, Features Intersected: PIED CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.534, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 2802, Location: S 6 T 51 N R 34 W (Lat: 39.254356, Lng: -94.754833), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 70 (year 2021), Truck Traffic: 3%, Features Intersected: CRD NW TIFFANY PARK RD, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.542, 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: 2802, Location: S 6 T 51 N R 34 W (Lat: 39.254356, Lng: -94.754833), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 70 (year 2021), Truck Traffic: 3%, Features Intersected: CRD NW TIFFANY PARK RD, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.542, 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: 2803, Location: S 19 T 51 N R 34 W (Lat: 39.224992, Lng: -94.761819), Route carried "under" structure: Interstate 435, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 14,859 (year 2021), Truck Traffic: 12%, Features Intersected: IS 435, Facility Carried by Structure: MO 45 S
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 4.244, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 2803, Location: S 19 T 51 N R 34 W (Lat: 39.224992, Lng: -94.761819), Route carried "under" structure: Interstate 435, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 14,859 (year 2021), Truck Traffic: 12%, Features Intersected: IS 435, Facility Carried by Structure: MO 45 S
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 4.244, Lanes on structure: 5, 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: 2803, Location: S 19 T 51 N R 34 W (Lat: 39.224992, Lng: -94.761819), Route carried "under" structure: Interstate 435, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 14,311 (year 2021), Truck Traffic: 12%, Features Intersected: IS 435, Facility Carried by Structure: MO 45 S
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 85.204, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 2803, Location: S 19 T 51 N R 34 W (Lat: 39.224992, Lng: -94.761819), Route carried "under" structure: Interstate 435, Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 14,311 (year 2021), Truck Traffic: 12%, Features Intersected: IS 435, Facility Carried by Structure: MO 45 S
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 85.204, Lanes on structure: 5, 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: 2822, Location: S 7 T 51 N R 34 W (Lat: 39.245406, Lng: -94.755089), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 12,212 (year 2021), Truck Traffic: 3%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.222, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 2822, Location: S 7 T 51 N R 34 W (Lat: 39.245406, Lng: -94.755089), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 12,212 (year 2021), Truck Traffic: 3%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.222, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 2822, Location: S 7 T 51 N R 34 W (Lat: 39.245406, Lng: -94.755089), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 10,264 (year 2021), Truck Traffic: 5%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.981, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 2822, Location: S 7 T 51 N R 34 W (Lat: 39.245406, Lng: -94.755089), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 10,264 (year 2021), Truck Traffic: 5%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.981, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 2823, Location: S 6 T 51 N R 34 W (Lat: 39.254314, Lng: -94.755081), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 70 (year 2021), Truck Traffic: 3%, Features Intersected: CRD NW TIFFANY PARK RD, Facility Carried by Structure: IS 435 N
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.515, 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: 2823, Location: S 6 T 51 N R 34 W (Lat: 39.254314, Lng: -94.755081), Route carried "under" structure: County highway , Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 70 (year 2021), Truck Traffic: 3%, Features Intersected: CRD NW TIFFANY PARK RD, Facility Carried by Structure: IS 435 N
Minimum Vertical Clearance: 6.53m (21.42ft), Kilometerpoint: 0.515, 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: 2905, Location: S 7 T 51 N R 34 W (Lat: 39.245411, Lng: -94.755411), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 12,212 (year 2021), Truck Traffic: 3%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 N
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.195, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 2905, Location: S 7 T 51 N R 34 W (Lat: 39.245411, Lng: -94.755411), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 12,212 (year 2021), Truck Traffic: 3%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 N
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 0.195, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 2905, Location: S 7 T 51 N R 34 W (Lat: 39.245411, Lng: -94.755411), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 10,264 (year 2021), Truck Traffic: 5%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 N
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 27.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
Structure Number: 2905, Location: S 7 T 51 N R 34 W (Lat: 39.245411, Lng: -94.755411), Route carried "under" structure: State highway 152, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 10,264 (year 2021), Truck Traffic: 5%, Features Intersected: MO 152, Facility Carried by Structure: IS 435 N
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 27.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft)
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Structure Number: 2909, Location: S 31 T 51 N R 34 W (Lat: 39.194672, Lng: -94.762586), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 11%, Features Intersected: CRD NW RIVER RD, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 5.850, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft)
Structure Number: 2909, Location: S 31 T 51 N R 34 W (Lat: 39.194672, Lng: -94.762586), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 0. m, Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 11%, Features Intersected: CRD NW RIVER RD, Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 5.850, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft)