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

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Structure Number: 52007,  Location: 2.9W OF FAIRMOUNT (Lat: 39.186744,  Lng: -94.991522),  Route carried "on" structure: County highway 381,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 1,515 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,590 (year 2038),  Design Load: H 15,  Features Intersected: LITTLE STRANGER CREEK,  Facility Carried by Structure: ST-100 FAIRMOUNT
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52008,  Location: 2.2W OF FAIRMOUNT (Lat: 39.186928,  Lng: -94.979772),  Route carried "on" structure: County highway 381,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,598 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,680 (year 2038),  Design Load: H 15,  Features Intersected: LITTLE STRANGER CREEK,  Facility Carried by Structure: ST-26 FAIRMOUNT
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: 12.3m (40.4ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 13.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52028,  Location: N. OF BASEHOR (Lat: 39.128653,  Lng: -94.909217),  Route carried "on" structure: County highway 667,  Year Built: 1979,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,948 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,095 (year 2038),  Design Load: H 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: F-52 PARALLEL 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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 24.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 520505,  Location: 2.8W 0.4S OF BASEHOR (Lat: 39.132697,  Lng: -94.990586),  Route carried "on" structure: County highway 1855,  Year Built: 2014,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 134 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 200 (year 2038),  Design Load: HL 93,  Features Intersected: Trib to Stranger Creek,  Facility Carried by Structure: St-43 178th St.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  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: 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: 60.9 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: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 521069004167,  Location: 4.0W 0.5N OF BASEHOR (Lat: 39.148053,  Lng: -95.013036),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 76 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 93 (year 2038),  Design Load: H 15,  Features Intersected: TRIB. TO STRANGER CREEK,  Facility Carried by Structure: ST-17 187TH St.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52106940416,  Location: 1.2N 3.6W OF BASEHOR (Lat: 39.157658,  Lng: -95.005464),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 48 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 80 (year 2038),  Design Load: H 15,  Features Intersected: TRIB. TO LITTLE STRANGER,  Facility Carried by Structure: ST-32 DONAHOO Rd.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5210696042,  Location: 3.5W 0.8S OF BASEHOR (Lat: 39.128719,  Lng: -95.002844),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 280 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 344 (year 2038),  Design Load: H 15,  Features Intersected: HOG CREEK,  Facility Carried by Structure: ST-44 182ND St.
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: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 521071004144,  Location: 2.8N 3.0W OF BASEHOR (Lat: 39.166522,  Lng: -94.994069),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 80 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 137 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB. TO STRANGER CREEK,  Facility Carried by Structure: ST-29 179TH St.
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: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 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: March 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 521071004285,  Location: 3.8E 2.5S OF TONGANOXIE (Lat: 39.065536,  Lng: -95.001536),  Route carried "on" structure: County highway 5209,  Year Built: 1985,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 59 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 66 (year 2038),  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: ST-76 182ND STREET
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.7 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 52107110414,  Location: 1.2N 2.9W OF BASEHOR (Lat: 39.172211,  Lng: -94.991067),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 130 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 179 (year 2038),  Design Load: H 20,  Features Intersected: LITTLE STRANGER CREEK,  Facility Carried by Structure: ST94 Hollingsworth
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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: March 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 521073004126,  Location: 2.0W 0.6S OF FAIRMOUNT (Lat: 39.178581,  Lng: -94.975356),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 75 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 153 (year 2038),  Design Load: HS 20,  Features Intersected: TRIB. TO LITTLE STRANGER,  Facility Carried by Structure: F-10 171ST STREET
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),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.1 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: 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: March 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 521073004189,  Location: 2.0W OF BASEHOR (Lat: 39.130075,  Lng: -94.975786),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 146 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 279 (year 2038),  Design Load: H 20,  Features Intersected: HOG CREEK,  Facility Carried by Structure: ST-42 171ST St.
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: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 5210733042,  Location: 1.8W BASEHOR (Lat: 39.128525,  Lng: -94.974186),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Posted for load,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 146 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 279 (year 2038),  Features Intersected: HOG CREEK,  Facility Carried by Structure: F-43 PARALLEL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 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 2020

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Structure Number: 52107380414,  Location: 1.0S 1.2W OF FAIRMOUNT (Lat: 39.172183,  Lng: -94.962567),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 267 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 295 (year 2038),  Design Load: H 15,  Features Intersected: TRIB. TO STRANGER CREEK,  Facility Carried by Structure: F-11 Hollingsworth
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: 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: 7.1m (23.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 521075004122,  Location: 1.0W 0.1S OF FAIRMOUNT (Lat: 39.185919,  Lng: -94.956550),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 193 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: TRIB. TO STRANGER CREEK,  Facility Carried by Structure: F-8 163RD STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 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: 75.5 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: 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 521075004206,  Location: 0.6S 1.3W OF BASEHOR (Lat: 39.120347,  Lng: -94.964233),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Posted for load,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 1,277 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,340 (year 2038),  Design Load: H 15,  Features Intersected: HOG CREEK,  Facility Carried by Structure: F-46 166TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 521077904221,  Location: SOUTH END OF BASEHOR (Lat: 39.115058,  Lng: -94.927514),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 280 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 294 (year 2038),  Design Load: H 20,  Features Intersected: TRIB. TO WOLF CREEK,  Facility Carried by Structure: F-73 150TH 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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 501920520000001,  Location: 1400' E OF DESOTO INTER (Lat: 39.172281,  Lng: -94.914356),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 848 (year 2019),  Truck Traffic: 39%,  Average Future Daily Traffic: 1,000 (year 2040),  Features Intersected: TRIB. TO WOLF CREEK,  Facility Carried by Structure: B-1 Hollingsworth
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: July 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 501920520000002,  Location: 400' W 166TH/N OF STATE (Lat: 39.121639,  Lng: -94.965544),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 220 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: B-2 Coralberry Crs
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: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2021

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Structure Number: 999902400520731,  Location: 3.93 MI E K-16 EJCT (Lat: 39.116111,  Lng: -95.010833),  Route carried "on" structure: US 24,  Year Built: 1998,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 5,667 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,845 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: STRANGER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.856,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.30m (89.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999902400520741,  Location: 3.93 MI E K-16 EJCT (Lat: 39.116389,  Lng: -95.010833),  Route carried "on" structure: US 24,  Year Built: 1996,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 5,667 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,845 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: STRANGER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.858,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.30m (89.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999902400520751,  Location: 3.51 MI WEST OF K-7 (Lat: 39.116389,  Lng: -94.961667),  Route carried "on" structure: US 24,  Year Built: 1998,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,680 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,605 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: HOG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.125,  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: 3,  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: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999902400520761,  Location: 1.12 MI WEST OF K-7 (Lat: 39.115833,  Lng: -94.916667),  Route carried "on" structure: US 24,  Year Built: 1998,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,260 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,087 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.022,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.31m (89.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999902400520771,  Location: 1.12 MI WEST OF K-7 (Lat: 39.116111,  Lng: -94.916667),  Route carried "on" structure: US 24,  Year Built: 1998,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 9,260 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,087 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.028,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  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: Good,  Operating Rating: 85.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.31m (89.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999902400520781,  Location: 3.50 MI WEST OF K-7 (Lat: 39.115833,  Lng: -94.961667),  Route carried "on" structure: US 24,  Year Built: 1998,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,680 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,605 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: HOG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.121,  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: 3,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000520433,  Location: 11.86 MI E K-32 (Lat: 39.075278,  Lng: -94.982778),  Route carried "on" structure: ServiceCounty highway 87,  Year Built: 1956,  Status: Open,  Structure Length: 5.38m (17.65ft),  Average Daily Traffic: 58 (year 2020),  Average Future Daily Traffic: 27,077 (year 2041),  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: DWYER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.823,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.65m (57.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000520443,  Location: 12.90 MI E K-32 (Lat: 39.079444,  Lng: -94.964167),  Route carried "on" structure: County highway 5227,  Year Built: 1956,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 160 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,077 (year 2041),  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: GRIFFITH ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.375,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 29.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 17.25m (56.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000520873,  Location: 14.48 MI E K-32 (Lat: 39.082778,  Lng: -94.945833),  Route carried "on" structure: County highway 389,  Year Built: 2011,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 2,648 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,077 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.665,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.7m (94.2ft),  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,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 29.90m (98.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 999907000520913,  Location: 10.84 MI E K-32 (Lat: 39.071389,  Lng: -95.001389),  Route carried "on" structure: County highway 5207,  Year Built: 2017,  Status: Open,  Structure Length: 11.39m (37.37ft),  Average Daily Traffic: 184 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,077 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: 182 ND ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.998,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  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,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 37.36m (122.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000520433,  Location: 11.86 MI E K-32 (Lat: 39.075278,  Lng: -94.982778),  Route carried "under" structure: Interstate 70,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: DWYER ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 19.949,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999907000520443,  Location: 12.90 MI E K-32 (Lat: 39.079444,  Lng: -94.964167),  Route carried "under" structure: Interstate 70,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: GRIFFITH ROAD
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 21.618,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999907000520873,  Location: 14.48 MI E K-32 (Lat: 39.082778,  Lng: -94.945833),  Route carried "under" structure: Interstate 70,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: RS0389, DESOTO RD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 23.271,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 999907000520913,  Location: 10.84 MI E K-32 (Lat: 39.071389,  Lng: -95.001389),  Route carried "under" structure: Interstate 70,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: 182 ND ST
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 18.293,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)