Bridge Statistics for Liberty, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31900-1909
- 21920-1929
- 21930-1939
- 11940-1949
- 11950-1959
- 71960-1969
- 31970-1979
- 61980-1989
- 31990-1999
- 22000-2009
- 172010-2019
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 32010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 46.4%Good
- 28.6%Satisfactory
- 3.6%Fair
- 3.6%Poor
- 3.6%Serious
- Bridge Condition - Superstructure
- 14.3%Excellent
- 7.1%Very good
- 35.7%Good
- 21.4%Satisfactory
- 10.7%Fair
- 10.7%Poor
- Bridge Condition - Substructure
- 14.3%Excellent
- 21.4%Very good
- 7.1%Good
- 39.3%Satisfactory
- 7.1%Fair
- 3.6%Poor
- 7.1%Serious
- Bridge Condition - Channel
- 26.1%Good
- 39.1%Satisfactory
- 26.1%Fair
- 8.7%Serious
- Bridge Condition - Culverts
- 37.5%Satisfactory
- 50.0%Fair
- 12.5%Poor
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Structure Number: 18367, Location: S 26 T 52 N R 31 W (Lat: 39.287236, Lng: -94.361019), Route carried "on" structure: County highway 183, Year Built: 1904, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 187 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 290 (year 2040), Features Intersected: BR OF FISHING RVR, Facility Carried by Structure: LANCASTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18367, Location: S 26 T 52 N R 31 W (Lat: 39.287236, Lng: -94.361019), Route carried "on" structure: County highway 183, Year Built: 1904, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 187 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 290 (year 2040), Features Intersected: BR OF FISHING RVR, Facility Carried by Structure: LANCASTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.14m (0.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 19498, Location: S 26 T 51 N R 31 W (Lat: 39.204075, Lng: -94.356581), Route carried "on" structure: County highway 222, Year Built: 1946, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 267 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 414 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: OLD 210 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.49m (1.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $44,000, Total Project Cost: $666,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19498, Location: S 26 T 51 N R 31 W (Lat: 39.204075, Lng: -94.356581), Route carried "on" structure: County highway 222, Year Built: 1946, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 267 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 414 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: OLD 210 HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.49m (1.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $44,000, Total Project Cost: $666,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19592, Location: S 15 T 51 N R 31 W (Lat: 39.226719, Lng: -94.377481), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 186 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: 74TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19592, Location: S 15 T 51 N R 31 W (Lat: 39.226719, Lng: -94.377481), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 186 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: 74TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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: 0.26m (0.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $283,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 20112, Location: S 8 T 51 N R 31 W (Lat: 39.244264, Lng: -94.407558), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: CRI & P RR, Facility Carried by Structure: RICHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20112, Location: S 8 T 51 N R 31 W (Lat: 39.244264, Lng: -94.407558), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 20, Features Intersected: CRI & P RR, Facility Carried by Structure: RICHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 20113, Location: S 20 T 51 N R 31 W (Lat: 39.221817, Lng: -94.415653), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: MARILYNN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20113, Location: S 20 T 51 N R 31 W (Lat: 39.221817, Lng: -94.415653), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: MARILYNN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20114, Location: S 20 T 51 N R 31 W (Lat: 39.221000, Lng: -94.414717), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: SHERRILL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20114, Location: S 20 T 51 N R 31 W (Lat: 39.221000, Lng: -94.414717), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1973, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: SHERRILL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.16m (0.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20115, Location: S 20 T 51 N R 31 W (Lat: 39.215750, Lng: -94.411186), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: RUTH EWING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.2m (36.7ft)
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: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20115, Location: S 20 T 51 N R 31 W (Lat: 39.215750, Lng: -94.411186), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: RUTH EWING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.2m (36.7ft)
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: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20116, Location: S 20 T 51 N R 31 W (Lat: 39.215214, Lng: -94.405861), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: LIBERTY LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to 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: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20116, Location: S 20 T 51 N R 31 W (Lat: 39.215214, Lng: -94.405861), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: CATES BR, Facility Carried by Structure: LIBERTY LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Equal to 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: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20117, Location: S 21 T 51 N R 32 W (Lat: 39.215639, Lng: -94.447722), Route carried "on" structure: City street , Year Built: 1921, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: SHOAL CR, Facility Carried by Structure: CAMPBELL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $339,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20117, Location: S 21 T 51 N R 32 W (Lat: 39.215639, Lng: -94.447722), Route carried "on" structure: City street , Year Built: 1921, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Features Intersected: SHOAL CR, Facility Carried by Structure: CAMPBELL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 14.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.25m (0.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $339,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20119, Location: S 9 T 51 N R 31 W (Lat: 39.244447, Lng: -94.385900), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,440 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: RICHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: 20119, Location: S 9 T 51 N R 31 W (Lat: 39.244447, Lng: -94.385900), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1968, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,440 (year 2040), Features Intersected: RUSH CR, Facility Carried by Structure: RICHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 0.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.23m (0.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: 2012, Location: S 22 T 17 N R 9 E (Lat: 36.090264, Lng: -90.078325), Route carried "on" structure: State highway 164, Year Built: 1969, Status: Open, Structure Length: 19.54m (64.11ft), Average Daily Traffic: 1,807 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 2,891 (year 2041), Design Load: H 20, Features Intersected: DRAIN DTCH 66 & 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2012, Location: S 22 T 17 N R 9 E (Lat: 36.090264, Lng: -90.078325), Route carried "on" structure: State highway 164, Year Built: 1969, Status: Open, Structure Length: 19.54m (64.11ft), Average Daily Traffic: 1,807 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 2,891 (year 2041), Design Load: H 20, Features Intersected: DRAIN DTCH 66 & 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.934, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2012, Location: S 23 T 51 N R 32 W (Lat: 39.222033, Lng: -94.463958), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,800 (year 2040), Features Intersected: LIT SHOAL CR, Facility Carried by Structure: LIBERTY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 2012, Location: S 23 T 51 N R 32 W (Lat: 39.222033, Lng: -94.463958), Route carried "on" structure: City street , Year Built: 1900, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 4,800 (year 2040), Features Intersected: LIT SHOAL CR, Facility Carried by Structure: LIBERTY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 2164, Location: S 29 T 51 N R 31 W (Lat: 39.197750, Lng: -94.401425), Route carried "on" structure: State highway 291, Year Built: 1969, Year Reconstructed: 2018, Status: Open, Structure Length: 26.76m (87.80ft), Average Daily Traffic: 12,101 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 16,336 (year 2041), Design Load: HS 20, Features Intersected: NS RR, SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.061, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2164, Location: S 29 T 51 N R 31 W (Lat: 39.197750, Lng: -94.401425), Route carried "on" structure: State highway 291, Year Built: 1969, Year Reconstructed: 2018, Status: Open, Structure Length: 26.76m (87.80ft), Average Daily Traffic: 12,101 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 16,336 (year 2041), Design Load: HS 20, Features Intersected: NS RR, SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.061, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 19.7m (64.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: June 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: 2652, Location: S 33 T 51 N R 31 W (Lat: 39.191642, Lng: -94.386931), Route carried "on" structure: State highway 210, Year Built: 1989, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 8,142 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,620 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, 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: 9, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2652, Location: S 33 T 51 N R 31 W (Lat: 39.191642, Lng: -94.386931), Route carried "on" structure: State highway 210, Year Built: 1989, Status: Open, Structure Length: 16.18m (53.08ft), Average Daily Traffic: 8,142 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,620 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.440, 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: 9, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2653, Location: S 27 T 51 N R 31 W (Lat: 39.202297, Lng: -94.372672), Route carried "on" structure: State highway 210, Year Built: 1989, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 8,142 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,620 (year 2041), Design Load: HS 20, Features Intersected: CRD OLD 210, NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.132, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2653, Location: S 27 T 51 N R 31 W (Lat: 39.202297, Lng: -94.372672), Route carried "on" structure: State highway 210, Year Built: 1989, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 8,142 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,620 (year 2041), Design Load: HS 20, Features Intersected: CRD OLD 210, NS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.132, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.5 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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 2654, Location: S 22 T 51 N R 31 W (Lat: 39.208997, Lng: -94.365417), Route carried "on" structure: State highway 210, Year Built: 1989, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,142 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,620 (year 2041), Design Load: HS 20+Mod, Features Intersected: RUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.149, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2654, Location: S 22 T 51 N R 31 W (Lat: 39.208997, Lng: -94.365417), Route carried "on" structure: State highway 210, Year Built: 1989, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 8,142 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,620 (year 2041), Design Load: HS 20+Mod, Features Intersected: RUSH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.149, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, 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: 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: September 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: 31569, Location: S 24 T 51 N R 32 W (Lat: 39.212694, Lng: -94.443500), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHOAL CR, Facility Carried by Structure: WITHERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 4, Owner: City or Municipal 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: 1, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 31569, Location: S 24 T 51 N R 32 W (Lat: 39.212694, Lng: -94.443500), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20+Mod, Features Intersected: SHOAL CR, Facility Carried by Structure: WITHERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 4, Owner: City or Municipal 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: 1, Number Of Approach Spans: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31584, Location: S 24 T 51 N R 32 W (Lat: 39.216000, Lng: -94.443917), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: TRIB OF LIT SHOAL, Facility Carried by Structure: BUCKINGHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 31584, Location: S 24 T 51 N R 32 W (Lat: 39.216000, Lng: -94.443917), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2040), Features Intersected: TRIB OF LIT SHOAL, Facility Carried by Structure: BUCKINGHAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 27.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 33852, Location: S 28 T 52 N R 31 W (Lat: 39.290892, Lng: -94.392200), Route carried "on" structure: US 69, Year Built: 2011, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 10,337 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,607 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.402, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 33852, Location: S 28 T 52 N R 31 W (Lat: 39.290892, Lng: -94.392200), Route carried "on" structure: US 69, Year Built: 2011, Status: Open, Structure Length: 5.30m (17.39ft), Average Daily Traffic: 10,337 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 18,607 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 166.402, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 3391, Location: S 5 T 28 N R 22 W (Lat: 37.153753, Lng: -93.362319), Route carried "on" structure: US 160, Year Built: 1992, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 17,267 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 26,764 (year 2041), Design Load: HS 20, Features Intersected: SOUTH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.578, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3391, Location: S 5 T 28 N R 22 W (Lat: 37.153753, Lng: -93.362319), Route carried "on" structure: US 160, Year Built: 1992, Status: Open, Structure Length: 12.13m (39.80ft), Average Daily Traffic: 17,267 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 26,764 (year 2041), Design Load: HS 20, Features Intersected: SOUTH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 153.578, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.0m (85.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 3391, Location: S 28 T 52 N R 31 W (Lat: 39.290583, Lng: -94.392303), Route carried "on" structure: US 69, Year Built: 2012, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,088 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 18,158 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3391, Location: S 28 T 52 N R 31 W (Lat: 39.290583, Lng: -94.392303), Route carried "on" structure: US 69, Year Built: 2012, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 10,088 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 18,158 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.414, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 34261, Location: S 1 T 51 N R 32 W (Lat: 39.264939, Lng: -94.446642), Route carried "on" structure: State highway 291, Year Built: 2013, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 24,285 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 43,713 (year 2041), Design Load: HS 20, Features Intersected: IS 35
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.630, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 33.4m (109.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34261, Location: S 1 T 51 N R 32 W (Lat: 39.264939, Lng: -94.446642), Route carried "on" structure: State highway 291, Year Built: 2013, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 24,285 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 43,713 (year 2041), Design Load: HS 20, Features Intersected: IS 35
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.630, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 33.4m (109.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 34822, Location: S 20 T 51 N R 31 W (Lat: 39.215639, Lng: -94.405111), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: TOWN BR, Facility Carried by Structure: RUTH EWING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal 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: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 34822, Location: S 20 T 51 N R 31 W (Lat: 39.215639, Lng: -94.405111), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: TOWN BR, Facility Carried by Structure: RUTH EWING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: City or Municipal 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: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 35456, Location: S 31 T 52 N R 31 W (Lat: 39.280886, Lng: -94.419178), Route carried "on" structure: Interstate 35, Year Built: 2017, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 48,800 (year 2041), Features Intersected: US 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.071, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 72.9 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35456, Location: S 31 T 52 N R 31 W (Lat: 39.280886, Lng: -94.419178), Route carried "on" structure: Interstate 35, Year Built: 2017, Status: Open, Structure Length: 6.48m (21.26ft), Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 48,800 (year 2041), Features Intersected: US 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.071, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 72.9 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 35457, Location: S 30 T 52 N R 31 W (Lat: 39.280783, Lng: -94.419661), Route carried "on" structure: Interstate 35, Year Built: 2017, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 48,800 (year 2041), Features Intersected: US 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.038, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35457, Location: S 30 T 52 N R 31 W (Lat: 39.280783, Lng: -94.419661), Route carried "on" structure: Interstate 35, Year Built: 2017, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 48,800 (year 2041), Features Intersected: US 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 152.038, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 3603, Location: S 19 T 18 N R 11 E (Lat: 36.180139, Lng: -89.896728), Route carried "on" structure: State highway C, Year Built: 1986, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 385 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 578 (year 2041), Design Load: HS 20, Features Intersected: MAIN DTCH NO 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3603, Location: S 19 T 18 N R 11 E (Lat: 36.180139, Lng: -89.896728), Route carried "on" structure: State highway C, Year Built: 1986, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 385 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 578 (year 2041), Design Load: HS 20, Features Intersected: MAIN DTCH NO 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3603, Location: S 11 T 51 N R 32 W (Lat: 39.244603, Lng: -94.455989), Route carried "on" structure: State highway 152, Year Built: 2019, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 60,777 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 109,399 (year 2041), Features Intersected: IS 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.019, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3603, Location: S 11 T 51 N R 32 W (Lat: 39.244603, Lng: -94.455989), Route carried "on" structure: State highway 152, Year Built: 2019, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 60,777 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 109,399 (year 2041), Features Intersected: IS 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.019, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 33.8m (110.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 36031, Location: S 11 T 51 N R 32 W (Lat: 39.244742, Lng: -94.455842), Route carried "on" structure: Ramp State highway , Year Built: 2019, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 6,229 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11,212 (year 2040), Features Intersected: IS 35, Facility Carried by Structure: RP IS35S TO MO152E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.295, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36031, Location: S 11 T 51 N R 32 W (Lat: 39.244742, Lng: -94.455842), Route carried "on" structure: Ramp State highway , Year Built: 2019, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 6,229 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 11,212 (year 2040), Features Intersected: IS 35, Facility Carried by Structure: RP IS35S TO MO152E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.295, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Excellent, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 36603, Location: S 12 T 51 N R 32 W (Lat: 39.241500, Lng: -94.451500), Route carried "on" structure: City street 247, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,375 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 19,800 (year 2041), Design Load: HS 20, Features Intersected: TRIB LIT SHOAL CR, Facility Carried by Structure: CONISTOR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 36603, Location: S 12 T 51 N R 32 W (Lat: 39.241500, Lng: -94.451500), Route carried "on" structure: City street 247, Year Built: 1987, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 12,375 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 19,800 (year 2041), Design Load: HS 20, Features Intersected: TRIB LIT SHOAL CR, Facility Carried by Structure: CONISTOR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 36604, Location: S 25 T 51 N R 32 W (Lat: 39.208694, Lng: -94.442056), Route carried "on" structure: County highway 247, Year Built: 2019, Status: Open, Structure Length: 21.40m (70.21ft), Average Daily Traffic: 6,600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,230 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR-L SHOAL CR, Facility Carried by Structure: S LIBERTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 53.1 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: 36604, Location: S 25 T 51 N R 32 W (Lat: 39.208694, Lng: -94.442056), Route carried "on" structure: County highway 247, Year Built: 2019, Status: Open, Structure Length: 21.40m (70.21ft), Average Daily Traffic: 6,600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,230 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR-L SHOAL CR, Facility Carried by Structure: S LIBERTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.058, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 44.8m (147.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Good, Operating Rating: 53.1 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: 36605, Location: S 30 T 51 N R 31 W (Lat: 39.207750, Lng: -94.436889), Route carried "on" structure: County highway 247, Year Built: 2019, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,560 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: S LIBERTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Internally Sealed
Structure Number: 36605, Location: S 30 T 51 N R 31 W (Lat: 39.207750, Lng: -94.436889), Route carried "on" structure: County highway 247, Year Built: 2019, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 6,600 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 10,560 (year 2041), Design Load: HS 20, Features Intersected: BNSF RR, Facility Carried by Structure: S LIBERTY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.1m (148.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up, Deck Protection: Internally Sealed
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Structure Number: 4095, Location: S 17 T 51 N R 31 W (Lat: 39.232794, Lng: -94.415150), Route carried "on" structure: State highway 291, Year Built: 1991, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,121 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 21,818 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.173, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 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: Better than 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4095, Location: S 17 T 51 N R 31 W (Lat: 39.232794, Lng: -94.415150), Route carried "on" structure: State highway 291, Year Built: 1991, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 12,121 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 21,818 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.173, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 71.1 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: Better than 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: September 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: 494, Location: S 29 T 52 N R 31 W (Lat: 39.286367, Lng: -94.416256), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,521 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 33,338 (year 2041), Design Load: HS 20, Features Intersected: CST LIGHTBURNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 151.356, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 494, Location: S 29 T 52 N R 31 W (Lat: 39.286367, Lng: -94.416256), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 18,521 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 33,338 (year 2041), Design Load: HS 20, Features Intersected: CST LIGHTBURNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 151.356, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 495, Location: S 29 T 52 N R 31 W (Lat: 39.286036, Lng: -94.416108), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 48,800 (year 2041), Design Load: HS 20, Features Intersected: CST LIGHTBURNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.708, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 495, Location: S 29 T 52 N R 31 W (Lat: 39.286036, Lng: -94.416108), Route carried "on" structure: Interstate 35, Year Built: 1965, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 48,800 (year 2041), Design Load: HS 20, Features Intersected: CST LIGHTBURNE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.708, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 5855, Location: S 6 T 51 N R 31 W (Lat: 39.261492, Lng: -94.416639), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 8,057 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,891 (year 2041), Design Load: H 15, Features Intersected: RUSH CR, Facility Carried by Structure: LIGHTBURNE RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.785, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 71.1 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: 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: November 2020
Structure Number: 5855, Location: S 6 T 51 N R 31 W (Lat: 39.261492, Lng: -94.416639), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 8,057 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,891 (year 2041), Design Load: H 15, Features Intersected: RUSH CR, Facility Carried by Structure: LIGHTBURNE RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.785, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 71.1 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: 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: November 2020
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Structure Number: 5885, Location: S 5 T 51 N R 31 W (Lat: 39.253556, Lng: -94.401806), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,482 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,971 (year 2041), Design Load: H 15, Features Intersected: RUSH CR, Facility Carried by Structure: H E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.328, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 5885, Location: S 5 T 51 N R 31 W (Lat: 39.253556, Lng: -94.401806), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,482 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 11,971 (year 2041), Design Load: H 15, Features Intersected: RUSH CR, Facility Carried by Structure: H E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.328, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 2653, Location: S 27 T 51 N R 31 W (Lat: 39.202297, Lng: -94.372672), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,252 (year 2021), Truck Traffic: 11%, Features Intersected: CRD OLD 210, Facility Carried by Structure: MO 210 E
Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 2.794, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 2653, Location: S 27 T 51 N R 31 W (Lat: 39.202297, Lng: -94.372672), Route carried "under" structure: County highway , Year Built: 1989, Structure Length: 0. m, Average Daily Traffic: 2,252 (year 2021), Truck Traffic: 11%, Features Intersected: CRD OLD 210, Facility Carried by Structure: MO 210 E
Minimum Vertical Clearance: 6.98m (22.90ft), Kilometerpoint: 2.794, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 34261, Location: S 1 T 51 N R 32 W (Lat: 39.264939, Lng: -94.446642), Route carried "under" structure: Interstate 35, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35, Facility Carried by Structure: MO 291 S
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 154.999, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 34261, Location: S 1 T 51 N R 32 W (Lat: 39.264939, Lng: -94.446642), Route carried "under" structure: Interstate 35, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 27,111 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35, Facility Carried by Structure: MO 291 S
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 154.999, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 34261, Location: S 1 T 51 N R 32 W (Lat: 39.264939, Lng: -94.446642), Route carried "under" structure: Interstate 35, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 27,300 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35, Facility Carried by Structure: MO 291 S
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 29.131, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 34261, Location: S 1 T 51 N R 32 W (Lat: 39.264939, Lng: -94.446642), Route carried "under" structure: Interstate 35, Year Built: 2013, Structure Length: 0. m, Average Daily Traffic: 27,300 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35, Facility Carried by Structure: MO 291 S
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 29.131, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 35456, Location: S 31 T 52 N R 31 W (Lat: 39.280886, Lng: -94.419178), Route carried "under" structure: US 69, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 9,589 (year 2021), Truck Traffic: 9%, Features Intersected: US 69, Facility Carried by Structure: IS 35 N
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 169.067, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 35456, Location: S 31 T 52 N R 31 W (Lat: 39.280886, Lng: -94.419178), Route carried "under" structure: US 69, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 9,589 (year 2021), Truck Traffic: 9%, Features Intersected: US 69, Facility Carried by Structure: IS 35 N
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 169.067, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 35457, Location: S 30 T 52 N R 31 W (Lat: 39.280783, Lng: -94.419661), Route carried "under" structure: US 69, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 9,589 (year 2021), Truck Traffic: 9%, Features Intersected: US 69, Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 169.113, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 35457, Location: S 30 T 52 N R 31 W (Lat: 39.280783, Lng: -94.419661), Route carried "under" structure: US 69, Year Built: 2017, Structure Length: 0. m, Average Daily Traffic: 9,589 (year 2021), Truck Traffic: 9%, Features Intersected: US 69, Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 169.113, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 3603, Location: S 11 T 51 N R 32 W (Lat: 39.244603, Lng: -94.455989), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35, Facility Carried by Structure: MO 152 E
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 157.460, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3603, Location: S 11 T 51 N R 32 W (Lat: 39.244603, Lng: -94.455989), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35, Facility Carried by Structure: MO 152 E
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 157.460, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 3603, Location: S 11 T 51 N R 32 W (Lat: 39.244603, Lng: -94.455989), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 31,304 (year 2021), Truck Traffic: 18%, Features Intersected: IS 35, Facility Carried by Structure: MO 152 E
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 26.699, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 3603, Location: S 11 T 51 N R 32 W (Lat: 39.244603, Lng: -94.455989), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 31,304 (year 2021), Truck Traffic: 18%, Features Intersected: IS 35, Facility Carried by Structure: MO 152 E
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 26.699, Lanes on structure: 8, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 36031, Location: S 11 T 51 N R 32 W (Lat: 39.244742, Lng: -94.455842), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 157.418, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 36031, Location: S 11 T 51 N R 32 W (Lat: 39.244742, Lng: -94.455842), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 28,680 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 157.418, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 36031, Location: S 11 T 51 N R 32 W (Lat: 39.244742, Lng: -94.455842), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 27,300 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 26.741, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 36031, Location: S 11 T 51 N R 32 W (Lat: 39.244742, Lng: -94.455842), Route carried "under" structure: Interstate 35, Year Built: 2019, Structure Length: 0. m, Average Daily Traffic: 27,300 (year 2021), Truck Traffic: 16%, Features Intersected: IS 35
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 26.741, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 494, Location: S 29 T 52 N R 31 W (Lat: 39.286367, Lng: -94.416256), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,516 (year 2021), Truck Traffic: 4%, Features Intersected: CST LIGHTBURNE RD, Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 494, Location: S 29 T 52 N R 31 W (Lat: 39.286367, Lng: -94.416256), Route carried "under" structure: City street , Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 6,516 (year 2021), Truck Traffic: 4%, Features Intersected: CST LIGHTBURNE RD, Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 1.003, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)