Bridge Statistics for Woodbine, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 174ft / 52.9mTotal length
- 3,195Total average daily traffic
- 368Total average daily truck traffic
- 3,888Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Woodbine
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 21970-1979
- 61980-1989
- 11990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 21.4%Very good
- 50.0%Good
- 7.1%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 21.4%Very good
- 64.3%Good
- 7.1%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 42.9%Very good
- 28.6%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 5.6%Very good
- 50.0%Good
- 22.2%Satisfactory
- 16.7%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 75.0%Satisfactory
- 25.0%Fair
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Structure Number: 21084, Location: 1003 Union Rd (Lat: 38.739956, Lng: -96.966942), Route carried "on" structure: County highway 1806, Year Built: 1930, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 385 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 462 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21084, Location: 1003 Union Rd (Lat: 38.739956, Lng: -96.966942), Route carried "on" structure: County highway 1806, Year Built: 1930, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 385 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 462 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21085, Location: 1022 Union Rd (Lat: 38.742778, Lng: -96.966744), Route carried "on" structure: County highway 1806, Year Built: 1930, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 385 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 462 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21085, Location: 1022 Union Rd (Lat: 38.742778, Lng: -96.966744), Route carried "on" structure: County highway 1806, Year Built: 1930, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 385 (year 2011), Truck Traffic: 14%, Average Future Daily Traffic: 462 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21086, Location: 1194 Union Rd (Lat: 38.767819, Lng: -96.964908), Route carried "on" structure: County highway 1806, Year Built: 1930, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 350 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 420 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21086, Location: 1194 Union Rd (Lat: 38.767819, Lng: -96.964908), Route carried "on" structure: County highway 1806, Year Built: 1930, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 350 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 420 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21087, Location: 1318 Union Rd (Lat: 38.785847, Lng: -96.964250), Route carried "on" structure: County highway 1086, Year Built: 1930, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 315 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 378 (year 2041), Features Intersected: WEST BRANCH LYON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21087, Location: 1318 Union Rd (Lat: 38.785847, Lng: -96.964250), Route carried "on" structure: County highway 1086, Year Built: 1930, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 315 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 378 (year 2041), Features Intersected: WEST BRANCH LYON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21088, Location: 1440 Wolf Rd (Lat: 38.803611, Lng: -96.936314), Route carried "on" structure: County highway 1806, Year Built: 1929, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 144 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 21088, Location: 1440 Wolf Rd (Lat: 38.803611, Lng: -96.936314), Route carried "on" structure: County highway 1806, Year Built: 1929, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 144 (year 2041), Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County 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: 3.0m (9.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 21089, Location: 1617 Wolf Rd (Lat: 38.829175, Lng: -96.927017), Route carried "on" structure: County highway 1806, Year Built: 2008, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 144 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21089, Location: 1617 Wolf Rd (Lat: 38.829175, Lng: -96.927017), Route carried "on" structure: County highway 1806, Year Built: 2008, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 120 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 144 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.1 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210857004604, Location: 1665 Sage Rd (Lat: 38.836886, Lng: -97.001092), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: Sage Rd (U21-S35)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210857004604, Location: 1665 Sage Rd (Lat: 38.836886, Lng: -97.001092), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 35 (year 2041), Design Load: HS 20, Features Intersected: STREAM, Facility Carried by Structure: Sage Rd (U21-S35)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 210857004622, Location: 1580 Sage Rd (Lat: 38.825711, Lng: -97.001144), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 30 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: Sage Rd (U22-S20)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210857004622, Location: 1580 Sage Rd (Lat: 38.825711, Lng: -97.001144), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 30 (year 2011), Average Future Daily Traffic: 30 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: Sage Rd (U22-S20)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2108570047, Location: 1200 Sage Rd (Lat: 38.768667, Lng: -97.001669), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 15 (year 2011), Average Future Daily Traffic: 15 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: Sage Rd U26
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2108570047, Location: 1200 Sage Rd (Lat: 38.768667, Lng: -97.001669), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 15 (year 2011), Average Future Daily Traffic: 15 (year 2041), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: Sage Rd U26
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21085730462, Location: 2125 1600 Ave (Lat: 38.827019, Lng: -96.994722), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 35 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: 1600 Ave (U22-E25)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21085730462, Location: 2125 1600 Ave (Lat: 38.827019, Lng: -96.994722), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 35 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: 1600 Ave (U22-E25)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2108579046, Location: 2190 1700 Ave (Lat: 38.841683, Lng: -96.984714), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: 1700 Ave (U21-E90)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2108579046, Location: 2190 1700 Ave (Lat: 38.841683, Lng: -96.984714), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: 1700 Ave (U21-E90)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210859004589, Location: 1705 Trail Rd (Lat: 38.842553, Lng: -96.982569), Route carried "on" structure: County highway 2111, Year Built: 1983, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: Trail Rd (V20-S95)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210859004589, Location: 1705 Trail Rd (Lat: 38.842553, Lng: -96.982569), Route carried "on" structure: County highway 2111, Year Built: 1983, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2041), Design Load: H 20, Features Intersected: CARY CREEK, Facility Carried by Structure: Trail Rd (V20-S95)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210859004683, Location: 1275 Trail Rd (Lat: 38.779381, Lng: -96.982656), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 54 (year 2041), Design Load: H 20, Features Intersected: W. BRANCH LYON CREEK, Facility Carried by Structure: Trail Rd (V25-S25)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210859004683, Location: 1275 Trail Rd (Lat: 38.779381, Lng: -96.982656), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.81m (9.22ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 54 (year 2041), Design Load: H 20, Features Intersected: W. BRANCH LYON CREEK, Facility Carried by Structure: Trail Rd (V25-S25)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210861004694, Location: 1465 Union Rd (Lat: 38.806333, Lng: -96.964278), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO LYON CREEK, Facility Carried by Structure: Union Rd W23-S35
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 210861004694, Location: 1465 Union Rd (Lat: 38.806333, Lng: -96.964278), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2011), Truck Traffic: 15%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO LYON CREEK, Facility Carried by Structure: Union Rd W23-S35
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21086100474, Location: 2306 1000 Ave (Lat: 38.739639, Lng: -96.965289), Route carried "on" structure: County highway 2104, Year Built: 1981, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: LYON CREEK, Facility Carried by Structure: 1000 Ave (V28-E98)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21086100474, Location: 2306 1000 Ave (Lat: 38.739639, Lng: -96.965289), Route carried "on" structure: County highway 2104, Year Built: 1981, Status: Open, Structure Length: 6.05m (19.85ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2041), Design Load: H 20, Features Intersected: LYON CREEK, Facility Carried by Structure: 1000 Ave (V28-E98)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21086130472, Location: 2325 1100 Ave (Lat: 38.754178, Lng: -96.960833), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: 1100 Ave (W27-E25)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21086130472, Location: 2325 1100 Ave (Lat: 38.754178, Lng: -96.960833), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 35 (year 2011), Average Future Daily Traffic: 42 (year 2041), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: 1100 Ave (W27-E25)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999920900210881, Location: 1.08 MI W US-77 (Lat: 38.797500, Lng: -96.940000), Route carried "on" structure: State highway 209, Year Built: 1994, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 730 (year 2041), Design Load: HS 20, Features Intersected: LYONS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.26m (53.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999920900210881, Location: 1.08 MI W US-77 (Lat: 38.797500, Lng: -96.940000), Route carried "on" structure: State highway 209, Year Built: 1994, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 730 (year 2041), Design Load: HS 20, Features Intersected: LYONS CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.26m (53.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999920900211111, Location: 0.48 MI W US77 (Lat: 38.798333, Lng: -96.930000), Route carried "on" structure: State highway 209, Year Built: 2019, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 730 (year 2041), Design Load: HL 93, Features Intersected: LYON CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.25m (33.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999920900211111, Location: 0.48 MI W US77 (Lat: 38.798333, Lng: -96.930000), Route carried "on" structure: State highway 209, Year Built: 2019, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 575 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 730 (year 2041), Design Load: HL 93, Features Intersected: LYON CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 51.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.25m (33.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing