Bridge Statistics for De Soto, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 21950-1959
- 11960-1969
- 231970-1979
- 51980-1989
- 81990-1999
- 42000-2009
- 52010-2019
- Bridge Condition - Deck
- 13.9%Very good
- 50.0%Good
- 22.2%Satisfactory
- 8.3%Fair
- 5.6%Poor
- Bridge Condition - Superstructure
- 30.6%Very good
- 47.2%Good
- 13.9%Satisfactory
- 5.6%Fair
- 2.8%Poor
- Bridge Condition - Substructure
- 19.4%Very good
- 52.8%Good
- 19.4%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 8.1%Very good
- 21.6%Good
- 62.2%Satisfactory
- 5.4%Fair
- 2.7%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 58.3%Good
- 16.7%Satisfactory
- 8.3%Fair
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Structure Number: 460015, Location: 0.07 MI E OF EDGERTON RD (Lat: 38.869500, Lng: -95.017686), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 653 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: SPOON CREEK TRIB, Facility Carried by Structure: 143RD ST. C.07-9.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 460015, Location: 0.07 MI E OF EDGERTON RD (Lat: 38.869500, Lng: -95.017686), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 653 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2041), Design Load: HS 20, Features Intersected: SPOON CREEK TRIB, Facility Carried by Structure: 143RD ST. C.07-9.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 46024, Location: N. OF DESOTO (Lat: 38.982261, Lng: -94.964867), Route carried "on" structure: County highway 388, Year Built: 1964, Status: Posted for load, Structure Length: 32.06m (105.18ft), Average Daily Traffic: 3,060 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,700 (year 2041), Design Load: H 20, Features Intersected: KANSAS RIVER & BNSF RR, Facility Carried by Structure: WYANDOTTE F.0-16.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 32.31m (106.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Critical Feature Inspection Date: January 2001, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $720,000, Total Project Cost: $1,000,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 46024, Location: N. OF DESOTO (Lat: 38.982261, Lng: -94.964867), Route carried "on" structure: County highway 388, Year Built: 1964, Status: Posted for load, Structure Length: 32.06m (105.18ft), Average Daily Traffic: 3,060 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 3,700 (year 2041), Design Load: H 20, Features Intersected: KANSAS RIVER & BNSF RR, Facility Carried by Structure: WYANDOTTE F.0-16.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 4, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 32.31m (106.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Critical Feature Inspection Date: January 2001, Underwater Inspection Date: October 2021, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $720,000, Total Project Cost: $1,000,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 46B02, Location: 2.9E OF DOUGLAS CO. LINE (Lat: 38.869461, Lng: -95.003531), Route carried "on" structure: County highway 208, Year Built: 2015, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 653 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2041), Design Load: HL 93, Features Intersected: SPOON CREEK, Facility Carried by Structure: 143RD ST. C.9-9.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 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: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 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: 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, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46B02, Location: 2.9E OF DOUGLAS CO. LINE (Lat: 38.869461, Lng: -95.003531), Route carried "on" structure: County highway 208, Year Built: 2015, Status: Open, Structure Length: 4.34m (14.24ft), Average Daily Traffic: 653 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 800 (year 2041), Design Load: HL 93, Features Intersected: SPOON CREEK, Facility Carried by Structure: 143RD ST. C.9-9.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 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: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 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: 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, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 52016, Location: 1.9E OF LINWOOD (Lat: 39.001647, Lng: -94.996853), Route carried "on" structure: County highway 387, Year Built: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,480 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,785 (year 2030), Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: SH-54 GOLDEN DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 52016, Location: 1.9E OF LINWOOD (Lat: 39.001647, Lng: -94.996853), Route carried "on" structure: County highway 387, Year Built: 1986, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,480 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 1,785 (year 2030), Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: SH-54 GOLDEN DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52018, Location: 3.0E OF LINWOOD (Lat: 38.997236, Lng: -94.972989), Route carried "on" structure: County highway 387, Year Built: 1958, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,480 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 2,200 (year 2038), Design Load: H 15, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: SH-61 GOLDEN DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000
Structure Number: 52018, Location: 3.0E OF LINWOOD (Lat: 38.997236, Lng: -94.972989), Route carried "on" structure: County highway 387, Year Built: 1958, Status: Posted for load, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 1,480 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 2,200 (year 2038), Design Load: H 15, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: SH-61 GOLDEN DR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 9.0m (29.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $50,000, Total Project Cost: $300,000
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Structure Number: 40685006506, Location: 1.3S 1.3W OF ISABEL (Lat: 37.447250, Lng: -98.574269), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: SAND CREEK, Facility Carried by Structure: Apex Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 40685006506, Location: 1.3S 1.3W OF ISABEL (Lat: 37.447250, Lng: -98.574269), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2041), Features Intersected: SAND CREEK, Facility Carried by Structure: Apex Road
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 31.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 50685004843, Location: 4.0E 1.8N OF BEAVER (Lat: 38.660389, Lng: -98.590053), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: COW CREEK, Facility Carried by Structure: NE 100 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 50685004843, Location: 4.0E 1.8N OF BEAVER (Lat: 38.660389, Lng: -98.590053), Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 48 (year 2041), Features Intersected: COW CREEK, Facility Carried by Structure: NE 100 Ave
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2310633046, Location: 6.0E OF VINLAND (Lat: 38.840569, Lng: -95.065769), Route carried "on" structure: County highway 2314, Year Built: 1972, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: MINOR 7.0N-23.3E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 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: Equal to present desirable 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), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2310633046, Location: 6.0E OF VINLAND (Lat: 38.840569, Lng: -95.065769), Route carried "on" structure: County highway 2314, Year Built: 1972, Status: Posted for load, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: MINOR 7.0N-23.3E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 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: Equal to present desirable 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), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 23106370452, Location: 3.0S 2.0E OF EUDORA (Lat: 38.898669, Lng: -95.061286), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2040), Design Load: H 20, Features Intersected: COLEMAN CREEK, Facility Carried by Structure: LOCAL 11.0N-23.7E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 23106370452, Location: 3.0S 2.0E OF EUDORA (Lat: 38.898669, Lng: -95.061286), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2040), Design Load: H 20, Features Intersected: COLEMAN CREEK, Facility Carried by Structure: LOCAL 11.0N-23.7E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 2310638046, Location: 6.5E OF VINLAND (Lat: 38.840569, Lng: -95.059575), Route carried "on" structure: County highway 2314, Year Built: 1972, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO CAPTAIN CREEK, Facility Carried by Structure: MINOR 7.0N-23.8E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: March 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2310638046, Location: 6.5E OF VINLAND (Lat: 38.840569, Lng: -95.059575), Route carried "on" structure: County highway 2314, Year Built: 1972, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 250 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO CAPTAIN CREEK, Facility Carried by Structure: MINOR 7.0N-23.8E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, 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: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: March 2020, Other Special Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 461065004588, Location: 2.0W 5.2N OF EDGERTON (Lat: 38.844161, Lng: -95.056150), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 40 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2041), Design Load: HS 20, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: CO. LINE A.0-7.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 71.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: 461065004588, Location: 2.0W 5.2N OF EDGERTON (Lat: 38.844161, Lng: -95.056150), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 40 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 50 (year 2041), Design Load: HS 20, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: CO. LINE A.0-7.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 71.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: 461067004421, Location: 1.8N 2.0W OF CLEARVIEW (Lat: 38.970031, Lng: -95.038381), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2041), Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: EVNNG STR B.0-15.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 461067004421, Location: 1.8N 2.0W OF CLEARVIEW (Lat: 38.970031, Lng: -95.038381), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2041), Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: EVNNG STR B.0-15.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 461067004423, Location: 2.0W 1.7N CLEARVIEW CITY (Lat: 38.967528, Lng: -95.037839), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: EVNNG STR B.0-15.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 461067004423, Location: 2.0W 1.7N CLEARVIEW CITY (Lat: 38.967528, Lng: -95.037839), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 20 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: EVNNG STR B.0-15.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 461067004526, Location: 1.0W 8.4N OF EDGERTON (Lat: 38.889642, Lng: -95.037453), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: EVNNGSTR B.0-10.37
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 461067004526, Location: 1.0W 8.4N OF EDGERTON (Lat: 38.889642, Lng: -95.037453), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 16 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 20 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK, Facility Carried by Structure: EVNNGSTR B.0-10.37
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 46106720444, Location: 0.6W OF K-10 (Lat: 38.956886, Lng: -95.033944), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 98 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: 95TH ST B.2-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.1 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: Somewhat better than minimum adequacy, 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: 46106720444, Location: 0.6W OF K-10 (Lat: 38.956886, Lng: -95.033944), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 98 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO KANSAS RIVER, Facility Carried by Structure: 95TH ST B.2-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, 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: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.1 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: Somewhat better than minimum adequacy, 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: 46106750452, Location: 0.4E OF EVENING STAR RD. (Lat: 38.898831, Lng: -95.030111), Route carried "on" structure: County highway 21925, Year Built: 2019, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5 (year 2041), Design Load: HL 93, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: 127TH ST. B.4-11.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 46106750452, Location: 0.4E OF EVENING STAR RD. (Lat: 38.898831, Lng: -95.030111), Route carried "on" structure: County highway 21925, Year Built: 2019, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5 (year 2041), Design Load: HL 93, Features Intersected: CAPTAIN CREEK, Facility Carried by Structure: 127TH ST. B.4-11.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 461069004407, Location: 1.1N OF K10 & EDGERTON RD (Lat: 38.974192, Lng: -95.019203), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 2041), Design Load: HS 20, Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: FIELD ENT.C.0-16.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 461069004407, Location: 1.1N OF K10 & EDGERTON RD (Lat: 38.974192, Lng: -95.019203), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1 (year 2041), Design Load: HS 20, Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: FIELD ENT.C.0-16.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 46106900442, Location: 0.9N OF K10 & EDGERTON RD (Lat: 38.971292, Lng: -95.019231), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5 (year 2041), Design Load: HS 20, Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: RES. ENT. C.0-16.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 46106900442, Location: 0.9N OF K10 & EDGERTON RD (Lat: 38.971292, Lng: -95.019231), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 5 (year 2041), Design Load: HS 20, Features Intersected: KANSAS RIVER TRIBUTARY, Facility Carried by Structure: RES. ENT. C.0-16.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 461071004602, Location: 0.2S OF 159TH (Lat: 38.837150, Lng: -95.001419), Route carried "on" structure: County highway 21888, Year Built: 2015, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 75 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 90 (year 2041), Design Load: HL 93, Features Intersected: SPOON CREEK TRIBUTARY, Facility Carried by Structure: SUNFLOWER D.0-6.78
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 461071004602, Location: 0.2S OF 159TH (Lat: 38.837150, Lng: -95.001419), Route carried "on" structure: County highway 21888, Year Built: 2015, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 75 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 90 (year 2041), Design Load: HL 93, Features Intersected: SPOON CREEK TRIBUTARY, Facility Carried by Structure: SUNFLOWER D.0-6.78
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 82.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 46107190444, Location: 450 FT E OF LEXINGTON AVE (Lat: 38.956881, Lng: -94.983406), Route carried "on" structure: City street 458, Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 565 (year 2010), Truck Traffic: 25%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK TRIBUTARY, Facility Carried by Structure: 95TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 46107190444, Location: 450 FT E OF LEXINGTON AVE (Lat: 38.956881, Lng: -94.983406), Route carried "on" structure: City street 458, Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 565 (year 2010), Truck Traffic: 25%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK TRIBUTARY, Facility Carried by Structure: 95TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 46107330452, Location: 3.0S 1.3E CLEARVIEW CITY (Lat: 38.898672, Lng: -94.976617), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 177 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: 127TH ST. E.3-11.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46107330452, Location: 3.0S 1.3E CLEARVIEW CITY (Lat: 38.898672, Lng: -94.976617), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 177 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 220 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: 127TH ST. E.3-11.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 461077004467, Location: 1.6S 0.5E OF K10&KILL CRK (Lat: 38.937222, Lng: -94.945850), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 187 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK TRIBUTARY, Facility Carried by Structure: WAVERLY G.0-13.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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
Structure Number: 461077004467, Location: 1.6S 0.5E OF K10&KILL CRK (Lat: 38.937222, Lng: -94.945850), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 187 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK TRIBUTARY, Facility Carried by Structure: WAVERLY G.0-13.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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
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Structure Number: 46107920444, Location: 2.7E 1.0S OF DESOTO (Lat: 38.956369, Lng: -94.923094), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 299 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: 95TH. OVER CAMP CREEK, Facility Carried by Structure: 95TH ST. H.2-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 46107920444, Location: 2.7E 1.0S OF DESOTO (Lat: 38.956369, Lng: -94.923094), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 299 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: 95TH. OVER CAMP CREEK, Facility Carried by Structure: 95TH ST. H.2-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 521075004328, Location: 1.0W 6.8S OF BASEHOR (Lat: 39.031294, Lng: -94.964572), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 98 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 172 (year 2038), Features Intersected: TRIB. TO LITTLE KAW CRK, Facility Carried by Structure: SH-33 166TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $74,000, Total Project Cost: $267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 521075004328, Location: 1.0W 6.8S OF BASEHOR (Lat: 39.031294, Lng: -94.964572), Route carried "on" structure: County highway , Year Built: 1925, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 98 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 172 (year 2038), Features Intersected: TRIB. TO LITTLE KAW CRK, Facility Carried by Structure: SH-33 166TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $74,000, Total Project Cost: $267,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40685046210102, Location: 1.9E OF DESOTO (Lat: 38.978147, Lng: -94.921861), Route carried "on" structure: City street 2101, Year Built: 1992, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 4,245 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,000 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: 83RD ST. H.3-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40685046210102, Location: 1.9E OF DESOTO (Lat: 38.978147, Lng: -94.921861), Route carried "on" structure: City street 2101, Year Built: 1992, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 4,245 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,000 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK, Facility Carried by Structure: 83RD ST. H.3-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40685046210105, Location: E. DESOTO (Lat: 38.978231, Lng: -94.956594), Route carried "on" structure: City street 2101, Year Built: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 7,300 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 9,000 (year 2039), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: 83RD ST. F.4-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $133,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40685046210105, Location: E. DESOTO (Lat: 38.978231, Lng: -94.956594), Route carried "on" structure: City street 2101, Year Built: 1989, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 7,300 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 9,000 (year 2039), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: 83RD ST. F.4-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 74.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Total Project Cost: $133,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40685046210106, Location: 0.3W OF DESOTO (Lat: 38.978061, Lng: -94.974592), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 1,835 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2041), Features Intersected: RAILROAD, Facility Carried by Structure: 83RD ST. E.47-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $1,000,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 40685046210106, Location: 0.3W OF DESOTO (Lat: 38.978061, Lng: -94.974592), Route carried "on" structure: City street , Year Built: 1948, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 1,835 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,200 (year 2041), Features Intersected: RAILROAD, Facility Carried by Structure: 83RD ST. E.47-16.5
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $1,000,000, Total Project Cost: $1,000,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40685046210109, Location: 0.2N OF CLEARVIEW CITY (Lat: 38.950228, Lng: -94.992269), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,841 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2041), Design Load: HL 93, Features Intersected: KILL CREEK TRIBUTARY, Facility Carried by Structure: LEXINGTON D.5-14.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40685046210109, Location: 0.2N OF CLEARVIEW CITY (Lat: 38.950228, Lng: -94.992269), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,841 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 2,200 (year 2041), Design Load: HL 93, Features Intersected: KILL CREEK TRIBUTARY, Facility Carried by Structure: LEXINGTON D.5-14.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 50685046000002, Location: 2.1 MI E OF KILL CREEK RD (Lat: 38.955294, Lng: -94.916286), Route carried "on" structure: City street 22268, Year Built: 2015, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 327 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HL 93, Features Intersected: CEDAR CREEK, Facility Carried by Structure: 95TH ST H.7-14.91
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.5 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: 40.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 50685046000002, Location: 2.1 MI E OF KILL CREEK RD (Lat: 38.955294, Lng: -94.916286), Route carried "on" structure: City street 22268, Year Built: 2015, Status: Open, Structure Length: 5.56m (18.24ft), Average Daily Traffic: 327 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HL 93, Features Intersected: CEDAR CREEK, Facility Carried by Structure: 95TH ST H.7-14.91
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 52.5 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: 40.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 50685046000003, Location: 1.7N OF K-10 (Lat: 38.979550, Lng: -94.927247), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 215 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 250 (year 2041), Design Load: H 20, Features Intersected: CEDAR CREEK TRIB., Facility Carried by Structure: GARDNER H.0-16.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
Structure Number: 50685046000003, Location: 1.7N OF K-10 (Lat: 38.979550, Lng: -94.927247), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 215 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 250 (year 2041), Design Load: H 20, Features Intersected: CEDAR CREEK TRIB., Facility Carried by Structure: GARDNER H.0-16.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: Febuary 2021
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Structure Number: 50685046000004, Location: 1.1E 0.2N OF DESOTO (Lat: 38.980567, Lng: -94.936831), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5 (year 2039), Design Load: HS 20, Features Intersected: CEDAR CREEK TRIB., Facility Carried by Structure: CORLISS G.5-16.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $25,000, Total Project Cost: $88,000 ( Estimate for 2019)
Structure Number: 50685046000004, Location: 1.1E 0.2N OF DESOTO (Lat: 38.980567, Lng: -94.936831), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 5 (year 2039), Design Load: HS 20, Features Intersected: CEDAR CREEK TRIB., Facility Carried by Structure: CORLISS G.5-16.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $25,000, Total Project Cost: $88,000 ( Estimate for 2019)
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Structure Number: 5068504600001, Location: 0.5N 1.5E CLEARVIEW CITY (Lat: 38.956589, Lng: -94.973489), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 565 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: 95TH ST. E.5-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $97,000, Total Project Cost: $97,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5068504600001, Location: 0.5N 1.5E CLEARVIEW CITY (Lat: 38.956589, Lng: -94.973489), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 565 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK, Facility Carried by Structure: 95TH ST. E.5-15.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $97,000, Total Project Cost: $97,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999901000461761, Location: 4.45 MI E DOUGLAS COL, WB (Lat: 38.960556, Lng: -94.983056), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: Lexington Ave, ABAND RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.165, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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, Length Of Structure Improvement: 38.97m (127.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461761, Location: 4.45 MI E DOUGLAS COL, WB (Lat: 38.960556, Lng: -94.983056), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: Lexington Ave, ABAND RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.165, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 45.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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, Length Of Structure Improvement: 38.97m (127.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461771, Location: 4.44 MI E DOUGLAS COL, EB (Lat: 38.960556, Lng: -94.983056), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: Lexington Ave, ABAND RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.162, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Length Of Structure Improvement: 38.97m (127.85ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461771, Location: 4.44 MI E DOUGLAS COL, EB (Lat: 38.960556, Lng: -94.983056), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 11.88m (38.98ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: Lexington Ave, ABAND RR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.162, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Length Of Structure Improvement: 38.97m (127.85ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461781, Location: 5.12 MI E DOUGLAS COL WB (Lat: 38.960278, Lng: -94.970278), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 8.83m (28.97ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.269, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.97m (95.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461781, Location: 5.12 MI E DOUGLAS COL WB (Lat: 38.960278, Lng: -94.970278), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 8.83m (28.97ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.269, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 28.97m (95.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461791, Location: 5.12 MI E DOUGLAS COL EB (Lat: 38.960000, Lng: -94.970278), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 8.83m (28.97ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 28.97m (95.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461791, Location: 5.12 MI E DOUGLAS COL EB (Lat: 38.960000, Lng: -94.970278), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 8.83m (28.97ft), Average Daily Traffic: 18,082 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 29,629 (year 2041), Design Load: HS 20, Features Intersected: KILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.256, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 28.97m (95.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461801, Location: 6.37 MI NE DOUGLAS COLN (Lat: 38.960000, Lng: -94.955000), Route carried "on" structure: City street 346, Year Built: 1974, Status: Open, Structure Length: 8.18m (26.84ft), Average Daily Traffic: 3,494 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,331 (year 2041), Design Load: HS 20, Features Intersected: K10 HWY, Facility Carried by Structure: KILLCREEK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.320, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 26.85m (88.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461801, Location: 6.37 MI NE DOUGLAS COLN (Lat: 38.960000, Lng: -94.955000), Route carried "on" structure: City street 346, Year Built: 1974, Status: Open, Structure Length: 8.18m (26.84ft), Average Daily Traffic: 3,494 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,331 (year 2041), Design Load: HS 20, Features Intersected: K10 HWY, Facility Carried by Structure: KILLCREEK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.320, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 26.85m (88.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461811, Location: 7.37MI E DGLS CO LN (Lat: 38.960000, Lng: -94.936389), Route carried "on" structure: ServiceCity street 2281, Year Built: 1975, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 31,511 (year 2041), Design Load: H 20, Features Intersected: K10 HWY EB/WB, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.352, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 25.40m (83.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999901000461811, Location: 7.37MI E DGLS CO LN (Lat: 38.960000, Lng: -94.936389), Route carried "on" structure: ServiceCity street 2281, Year Built: 1975, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 31,511 (year 2041), Design Load: H 20, Features Intersected: K10 HWY EB/WB, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.352, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 25.40m (83.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999901000461821, Location: 8.15MI E DGLS CO LN (Lat: 38.958056, Lng: -94.922222), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK, FRONT RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.447, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.35m (73.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461821, Location: 8.15MI E DGLS CO LN (Lat: 38.958056, Lng: -94.922222), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK, FRONT RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.447, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.35m (73.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461831, Location: 8.14MI E DGLS CO LN (Lat: 38.957778, Lng: -94.922500), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK, FRONT RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.439, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.35m (73.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461831, Location: 8.14MI E DGLS CO LN (Lat: 38.957778, Lng: -94.922500), Route carried "on" structure: State highway 10, Year Built: 1976, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CAMP CREEK, FRONT RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.439, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.35m (73.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461841, Location: 8.53MI E DGLS CO LN (Lat: 38.956389, Lng: -94.915278), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.076, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461841, Location: 8.53MI E DGLS CO LN (Lat: 38.956389, Lng: -94.915278), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.076, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999901000461851, Location: 8.54MI E DGLS CO LN (Lat: 38.956111, Lng: -94.915556), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999901000461851, Location: 8.54MI E DGLS CO LN (Lat: 38.956111, Lng: -94.915556), Route carried "on" structure: State highway 10, Year Built: 1975, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 18,392 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 30,137 (year 2041), Design Load: HS 20, Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.066, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 23.65m (77.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete