Bridge Statistics for Spring Hill, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 46013,  Location: 0.5W 1.0N OF SPRING HILL (Lat: 38.767606,  Lng: -94.833394),  Route carried "on" structure: County highway 347,  Year Built: 1993,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 2,409 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO SPRING CREEK,  Facility Carried by Structure: 199TH ST. M.2-2.0
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 79.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 46049,  Location: 0.5 MI EAST OF K-7 HWY (Lat: 38.767156,  Lng: -94.815664),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 8.03m (26.35ft),  Average Daily Traffic: 2,734 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HS 20,  Features Intersected: WOODLAND RD & BNSF RR,  Facility Carried by Structure: 199th St N.0-2.0
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to 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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46B11,  Location: 3.7 MI. E. OF I-35 (Lat: 38.767536,  Lng: -94.879667),  Route carried "on" structure: County highway 4264,  Year Built: 2015,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,890 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HL 93,  Features Intersected: LITTLE BULL CREEK,  Facility Carried by Structure: 199TH ST. J.6-2.0
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  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: 46B12,  Location: 0.24 MI W OF HEDGE LANE (Lat: 38.767581,  Lng: -94.857769),  Route carried "on" structure: County highway 4264,  Year Built: 2015,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 2,019 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2041),  Design Load: HL 93,  Features Intersected: BAIN CREEK,  Facility Carried by Structure: 199TH ST. K.8-2.0
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 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: 61033,  Location: 1.0S 0.9E OF SPRING HILL (Lat: 38.723775,  Lng: -94.811969),  Route carried "on" structure: County highway 461,  Year Built: 2009,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 1,542 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,161 (year 2041),  Design Load: HS 20,  Features Intersected: SWEETWATER CRK,  Facility Carried by Structure: 223RD ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 22.4m (73.5ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61034,  Location: 1.0S 2.2E OF SPRING HILL (Lat: 38.723794,  Lng: -94.785094),  Route carried "on" structure: County highway 461,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.38m (4.53ft),  Average Daily Traffic: 1,568 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,515 (year 2041),  Design Load: H 15,  Features Intersected: TUCKER BRANCH,  Facility Carried by Structure: 223rd Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.416,  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: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $400,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61035,  Location: 1.0S 3.1E OF SPRING HILL (Lat: 38.723742,  Lng: -94.767100),  Route carried "on" structure: County highway 461,  Year Built: 1969,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 1,532 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,870 (year 2041),  Design Load: H 15,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: 223rd Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610632,  Location: 1.0S 2.0W OF SPRING HILL (Lat: 38.723756,  Lng: -94.861792),  Route carried "on" structure: County highway 1803,  Year Built: 1981,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,302 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,733 (year 2041),  Features Intersected: TRIB. LITTLE BULL CREEK,  Facility Carried by Structure: 223rd Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.874,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 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,  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: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61B63,  Location: 1.0S 1.9W OF SPRING HILL (Lat: 38.723711,  Lng: -94.870439),  Route carried "on" structure: County highway 1803,  Year Built: 2017,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 1,302 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,733 (year 2041),  Design Load: HL 93,  Features Intersected: LITTLE BULL CREEK,  Facility Carried by Structure: 223rd Street
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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 461083004705,  Location: 0.5N 3.0W OF SPRING HILL (Lat: 38.759678,  Lng: -94.890069),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 145 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 180 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE BULL CREEK TRIB.,  Facility Carried by Structure: CEDARNILES J.0-1.5
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: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than 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: 461083004725,  Location: 0.5S 3.0W OF SPRING HILL (Lat: 38.746342,  Lng: -94.890025),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 109 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 130 (year 2041),  Design Load: H 20,  Features Intersected: LITTLE BULL CREEK TRIB.,  Facility Carried by Structure: CEDARNILES J.0-0.5
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: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 46108320472,  Location: 2.8W OF SPRING HILL (Lat: 38.752906,  Lng: -94.885608),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 196 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 250 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE BULL CREEK TRIB.,  Facility Carried by Structure: 207TH ST. J.2-1.0
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: 8.8m (28.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 46108510472,  Location: 1.9W OF SPRING HILL (Lat: 38.752950,  Lng: -94.869700),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 461 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: H 20,  Features Intersected: LITTLE BULL CREEK,  Facility Carried by Structure: 207TH ST. K.1-1.0
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present 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: Epoxy Overlay

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Structure Number: 46108530472,  Location: 1.7W OF SPRING HILL (Lat: 38.752964,  Lng: -94.866678),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 461 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: HS 20,  Features Intersected: BAIN CREEK,  Facility Carried by Structure: 207TH ST. K.3-1.0
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),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 55.5 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: 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

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Structure Number: 46108750468,  Location: 2.5N 1.0W OF SPRING HILL (Lat: 38.781850,  Lng: -94.845906),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 128 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 200 (year 2041),  Design Load: HS 20,  Features Intersected: BAIN CREEK,  Facility Carried by Structure: 191ST ST. L.5-3.0
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: 8.8m (28.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 46108750472,  Location: 0.5W OF SPRING HILL (Lat: 38.753028,  Lng: -94.844014),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 548 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 700 (year 2041),  Design Load: H 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: 207TH ST. L.5-1.0
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),  Skew: 3 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: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 461089004607,  Location: 0.17 N OF 167TH ST. (Lat: 38.827908,  Lng: -94.834442),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 7,830 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,280 (year 2043),  Design Load: HS 20,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: LONE ELM RD. #94
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 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,  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: May 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: 461089004701,  Location: 0.9N SPRING HILL (Lat: 38.766794,  Lng: -94.834703),  Route carried "on" structure: City street 22106,  Year Built: 1980,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 259 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 315 (year 2041),  Design Load: H 20,  Features Intersected: SPRING CREEK TRIB.,  Facility Carried by Structure: LONE ELM M.0-1.9
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: 3,  Length of Maximum Span: 3.5m (11.5ft)

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: 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: 46109140474,  Location: 0.5E OF SPRING HILL (Lat: 38.738364,  Lng: -94.808678),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 92 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 130 (year 2041),  Design Load: H 20,  Features Intersected: SWEETWATER CREEK TRIB.,  Facility Carried by Structure: 215TH ST. N.4-0.0
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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46109160472,  Location: 1 MI E. OF SPRING HILL (Lat: 38.752953,  Lng: -94.805550),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,800 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,200 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: 207TH ST. N.55-1.0
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: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 46109180466,  Location: 1.3E 3.5N OF SPRING HILL (Lat: 38.796511,  Lng: -94.801361),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 429 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 520 (year 2041),  Features Intersected: WOLF CREEK,  Facility Carried by Structure: 183RD ST. N.8-4.0
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $960,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 461093004662,  Location: 1.5E 3.3N OF SPRING HILL (Lat: 38.794022,  Lng: -94.797258),  Route carried "on" structure: County highway ,  Year Built: 1986,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,084 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,500 (year 2041),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: RIDGEVIEW O.0-3.8
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: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.11m (10.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $440,000,  Total Project Cost: $1,000,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 46109370468,  Location: 2.4N 2.0E OF SPRINGHILL (Lat: 38.781933,  Lng: -94.783236),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 451 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: HS 20,  Features Intersected: CREEK,  Facility Carried by Structure: 191ST ST. O.78-3.0
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 46109390474,  Location: 1.9E OF SPRING HILL (Lat: 38.738333,  Lng: -94.780772),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 78 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 100 (year 2041),  Design Load: HS 20,  Features Intersected: TUCKER BRANCH CREEK,  Facility Carried by Structure: 215TH ST. O.9-0.0
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 461095004664,  Location: 2.0E 1.5S OF BONITA (Lat: 38.790486,  Lng: -94.779367),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 148 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 180 (year 2041),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: RENNER P.0-3.6
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 461095004726,  Location: 2.0E 0.6S OF SPRING HILL (Lat: 38.743744,  Lng: -94.778917),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 162 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 210 (year 2041),  Design Load: HS 20,  Features Intersected: TUCKER BRANCH CREEK,  Facility Carried by Structure: RENNER P.0-0.4
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: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 46109580472,  Location: 0.75 MI. E. OF RENNER RD. (Lat: 38.752792,  Lng: -94.764969),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 115 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 140 (year 2041),  Design Load: HS 20,  Features Intersected: TUCKER BRANCH,  Facility Carried by Structure: 207TH ST. P.75-1.0
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 461097004708,  Location: 3.8S 3.0E OF BONITA (Lat: 38.754417,  Lng: -94.760314),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 226 (year 2016),  Average Future Daily Traffic: 290 (year 2041),  Design Load: HS 20,  Features Intersected: TUCKER BRANCH CREEK,  Facility Carried by Structure: LACKMAN Q.00-1.12
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: 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: Very good,  Culverts: Good,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 461097004728,  Location: 3 MI E OF SPRING HILL (Lat: 38.740208,  Lng: -94.760314),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 169 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 210 (year 2041),  Design Load: HS 20,  Features Intersected: TENMILE CREEK,  Facility Carried by Structure: LACKMAN Q.0-0.13
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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: 611083004746,  Location: Cedar Nile, 0.4N of 223rd (Lat: 38.729389,  Lng: -94.889972),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 195 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 302 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB TO BULL CREEK,  Facility Carried by Structure: Cedar Niles Rd
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: 4 degrees,  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: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61108350474,  Location: 3.5W OF SPRING HILL (Lat: 38.738378,  Lng: -94.880911),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 207 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 760 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. LITTLE BULL CREEK,  Facility Carried by Structure: 215th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 61108530474,  Location: 2.1W OF SPRING HILL (Lat: 38.738464,  Lng: -94.865794),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 207 (year 2011),  Average Future Daily Traffic: 760 (year 2041),  Features Intersected: TRIB. LITTLE BULL CREEK,  Facility Carried by Structure: 215th Street
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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 61108550474,  Location: 1.8W OF SPRINGHILL (Lat: 38.738517,  Lng: -94.863742),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 207 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 760 (year 2041),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: 215th Street
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: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611091004742,  Location: 0.1E OF SPRING HILL (Lat: 38.734119,  Lng: -94.815397),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 655 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,885 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO SWEETWATER CRK,  Facility Carried by Structure: Woodland Road
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: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61109100478,  Location: 2.6S OF SPRING HILL (Lat: 38.709300,  Lng: -94.816069),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 153 (year 2011),  Average Future Daily Traffic: 671 (year 2041),  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: 231st Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611091004786,  Location: 2.6S OF SPRING HILL (Lat: 38.700775,  Lng: -94.815994),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 72 (year 2011),  Average Future Daily Traffic: 350 (year 2041),  Design Load: HS 20,  Features Intersected: SWEETWATER CREEK,  Facility Carried by Structure: Woodland Rd
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  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: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $43,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6110914048,  Location: 2.0N 1.8E OF HILLSDALE (Lat: 38.694700,  Lng: -94.818644),  Route carried "on" structure: County highway ,  Year Built: 1910,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 72 (year 2011),  Average Future Daily Traffic: 573 (year 2041),  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: 239th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $600,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61109190478,  Location: 6.0N 6.6W OF LOUISBURG (Lat: 38.709253,  Lng: -94.801117),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.59m (15.06ft),  Average Daily Traffic: 153 (year 2011),  Average Future Daily Traffic: 350 (year 2041),  Design Load: HS 20,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: 231st Street
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: 18.6m (61.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611095004765,  Location: 1.6S 2.0E OF SPRING HILL (Lat: 38.716219,  Lng: -94.778878),  Route carried "on" structure: County highway ,  Year Built: 1914,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 50 (year 2011),  Average Future Daily Traffic: 140 (year 2041),  Features Intersected: TRIB. TO TEN MILE CREEK,  Facility Carried by Structure: Renner Road
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611097004745,  Location: 3.5N OF CHILES (Lat: 38.731744,  Lng: -94.760250),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 162 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 548 (year 2041),  Features Intersected: TRIB. TO TEN MILE CREEK,  Facility Carried by Structure: Lackman Road
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999916900610391,  Location: 5.08 MI N K68 (Lat: 38.694722,  Lng: -94.836389),  Route carried "on" structure: ServiceCounty highway 76,  Year Built: 1971,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 76 (year 2020),  Average Future Daily Traffic: 12,617 (year 2041),  Design Load: H 15,  Features Intersected: US169, K7 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.815,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.50m (90.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999916900610821,  Location: 1.10 MI SO JOHNSON CO LN (Lat: 38.723611,  Lng: -94.834167),  Route carried "on" structure: City street 1803,  Year Built: 1985,  Status: Open,  Structure Length: 8.73m (28.64ft),  Average Daily Traffic: 1,666 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,617 (year 2041),  Design Load: HS 20,  Features Intersected: US169 HWY N-BND & S-BND
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.056,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 28.65m (94.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999916900610391,  Location: 5.08 MI N K68 (Lat: 38.694722,  Lng: -94.836389),  Route carried "under" structure: US 169,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 7,491 (year 2020),  Truck Traffic: 12%,  Features Intersected: US169, K7 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 41.761,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 999916900610821,  Location: 1.10 MI SO JOHNSON CO LN (Lat: 38.723611,  Lng: -94.834167),  Route carried "under" structure: US 169,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 7,491 (year 2020),  Truck Traffic: 12%,  Features Intersected: US169 HWY N-BND & S-BND,  Facility Carried by Structure: RS1803
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 44.984,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)