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

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Structure Number: 999903501050031,  Location: 0.57 MI NE JO COLN, SB (Lat: 39.046944,  Lng: -94.648611),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 51,903 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,332 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CR, FOX RDG DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.941,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.51m (77.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050041,  Location: 0.56 MI NE JO COLN, NB (Lat: 39.046944,  Lng: -94.648611),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 51,903 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 57,347 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CREEK, NALL AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.892,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.51m (77.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050051,  Location: 0.30 MI NE US69 (Lat: 39.049167,  Lng: -94.640833),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 51,903 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,332 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.653,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.62m (51.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050061,  Location: 0.31 MI NE US69 (Lat: 39.048889,  Lng: -94.640833),  Route carried "on" structure: Interstate 35,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 51,903 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,332 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ROE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.611,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.52m (50.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050071,  Location: 1.02 MI NE US69 (Lat: 39.055833,  Lng: -94.630278),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 12.65m (41.50ft),  Average Daily Traffic: 51,903 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,332 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CR, MILL STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.779,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.51m (136.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050081,  Location: 1.01 MI NE US69SL (Lat: 39.055556,  Lng: -94.630278),  Route carried "on" structure: Interstate 35,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 12.05m (39.53ft),  Average Daily Traffic: 51,903 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 63,332 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CR, MILL STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.744,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.52m (129.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050091,  Location: 1.22 MI NE US 69 (Lat: 39.057778,  Lng: -94.628333),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Posted for load-capacity,  Structure Length: 20.15m (66.11ft),  Average Daily Traffic: 44,608 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,430 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SW BLVD RR I35 SB RMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.143,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 66.11m (216.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999903501050101,  Location: 1.23 MI NE US 69 (Lat: 39.057778,  Lng: -94.628056),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 19.66m (64.50ft),  Average Daily Traffic: 44,608 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,430 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SW BLVD RR I35 SB RMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.125,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 64.51m (211.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050141,  Location: JCT US169/I35, SB (Lat: 39.071111,  Lng: -94.619167),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,881 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US169 HWY(7TH ST TRFWY)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.839,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.01m (75.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999903501050151,  Location: JCT US169/I35, NB (Lat: 39.070833,  Lng: -94.618889),  Route carried "on" structure: Interstate 35,  Year Built: 1964,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,881 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US169 HWY(7TH ST TRFWY)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.812,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.21m (76.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999903501050161,  Location: 0.16 MI NE US169, SB (Lat: 39.073056,  Lng: -94.617500),  Route carried "on" structure: Interstate 35,  Year Built: 1970,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 11.66m (38.25ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,881 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.111,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Length Of Structure Improvement: 38.26m (125.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501050171,  Location: 0.17 MI NE US169, NB (Lat: 39.072778,  Lng: -94.617222),  Route carried "on" structure: Interstate 35,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 11.56m (37.93ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,881 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.076,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Length Of Structure Improvement: 37.94m (124.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501052791,  Location: 0.56 MI E S WYANOTTE COLN (Lat: 39.046667,  Lng: -94.648611),  Route carried "on" structure: Ramp US 69,  Year Built: 1989,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 8,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 61,322 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CR & NALL AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.880,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 19.8m (65.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.9 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 desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501052801,  Location: 0.57 MI E S WY CL (Lat: 39.047500,  Lng: -94.648611),  Route carried "on" structure: Ramp US 69,  Year Built: 1989,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 8,100 (year 2020),  Average Future Daily Traffic: 61,322 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CR & FOX RDG DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.953,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.43m (80.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053051,  Location: 1.25 MI NE US 69 (Lat: 39.057500,  Lng: -94.625833),  Route carried "on" structure: Ramp State highway 13,  Year Built: 2004,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 13,935 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,203 (year 2041),  Design Load: HL 93,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: RMP I35 TO SW BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.307,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 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: 38.6 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.57m (34.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053131,  Location: 1.25 MI NE US 69 (Lat: 39.057778,  Lng: -94.625833),  Route carried "on" structure: Ramp State highway 13,  Year Built: 2004,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 11,220 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,203 (year 2041),  Design Load: HL 93,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: RMP SW BLVD TO I35
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 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: 38.6 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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.56m (34.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053141,  Location: Ramp US-169 N to I-35 N (Lat: 39.072778,  Lng: -94.616944),  Route carried "on" structure: Ramp State highway 14,  Year Built: 2008,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 5,255 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,853 (year 2041),  Design Load: HL 93,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: Ramp U169N to I35N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.241,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.8 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: 42.1 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 21.59m (70.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053151,  Location: 2.4 MI N US-69/I-35 JCT (Lat: 39.075556,  Lng: -94.608056),  Route carried "on" structure: Interstate 35,  Year Built: 2007,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,881 (year 2041),  Design Load: HL 93,  Features Intersected: Cambridge Circle
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.911,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: 82.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053161,  Location: 2.4 MI N US-69/I-35 JCT (Lat: 39.075556,  Lng: -94.608056),  Route carried "on" structure: Interstate 35,  Year Built: 2007,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 38,810 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 42,881 (year 2041),  Design Load: HL 93,  Features Intersected: Cambridge Circle
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.961,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 82.6 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.56m (60.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053171,  Location: 1.2 MI N US-69/I-35 JCT (Lat: 39.062222,  Lng: -94.625556),  Route carried "on" structure: Interstate 35,  Year Built: 2007,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 44,608 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,430 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RAMP 35N MISSION
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.640,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.75m (54.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999903501053181,  Location: 1.2 MI N US-69/I-35 JCT (Lat: 39.062222,  Lng: -94.625833),  Route carried "on" structure: Interstate 35,  Year Built: 2007,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 44,608 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 54,430 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RAMP 35N to MISSION
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.685,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.75m (54.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906100590981,  Location: JCT K153SPUR/K61, SB (Lat: 38.333889,  Lng: -97.671389),  Route carried "on" structure: State highway 61,  Year Built: 1969,  Status: Open,  Structure Length: 4.90m (16.08ft),  Average Daily Traffic: 3,235 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,098 (year 2041),  Design Load: H 20,  Features Intersected: K153SPUR, OLD US81
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.318,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 16.08m (52.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999906901050661,  Location: 1.63MI-NOF US24 (Lat: 39.141111,  Lng: -94.621944),  Route carried "on" structure: US 69,  Year Built: 1936,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 18.15m (59.55ft),  Average Daily Traffic: 6,344 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,053 (year 2041),  Design Load: H 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.148,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 21.8m (71.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 59.55m (195.37ft),  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: 999906901051301,  Location: JCT MERRIAM LN/US69 (Lat: 39.050556,  Lng: -94.647222),  Route carried "on" structure: US 69,  Year Built: 1959,  Status: Open,  Structure Length: 14.42m (47.31ft),  Average Daily Traffic: 12,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,114 (year 2041),  Design Load: HS 20,  Features Intersected: MERRIAM LN,TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.661,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.3m (119.1ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 47.30m (155.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999906901051311,  Location: 1.02 MILES N I-35 (Lat: 39.062222,  Lng: -94.646667),  Route carried "on" structure: City street 2674,  Year Built: 1959,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 5,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,876 (year 2041),  Design Load: H 15,  Features Intersected: US-69 HWY (18TH STREET)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.862,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 17.48m (57.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999906901051323,  Location: 1.70 MILES N I-35 (Lat: 39.071389,  Lng: -94.650556),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 15,153 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,228 (year 2041),  Design Load: HS 20,  Features Intersected: RUBY AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.052,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 12.60m (41.34ft),  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: 999906901051343,  Location: 1.79 MILES N I-35 (Lat: 39.072778,  Lng: -94.650556),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 15,153 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,228 (year 2041),  Design Load: HS 20,  Features Intersected: METROPOLITAN AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.204,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.60m (54.46ft),  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: 999906901051361,  Location: 2.05 MILES N I-35 (Lat: 39.076944,  Lng: -94.649722),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 67.88m (222.70ft),  Average Daily Traffic: 15,153 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,228 (year 2041),  Design Load: HS 20,  Features Intersected: KS RIV, RR, LEVEE RDS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.633,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 10,  Length of Maximum Span: 129.3m (424.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 256.10m (840.22ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Underwater Inspection Date: September 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: 999906901051383,  Location: 0.39 MILES S OLD K132 (Lat: 39.081667,  Lng: -94.649167),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 15,153 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,228 (year 2041),  Design Load: HS 20,  Features Intersected: KCT RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.208,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.50m (67.26ft),  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: 999906901051403,  Location: 0.23 MILES S OLD K132 (Lat: 39.084167,  Lng: -94.649167),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 15,153 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 21,228 (year 2041),  Design Load: HS 20,  Features Intersected: OSAGE AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.472,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.40m (47.24ft),  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: 999906901051421,  Location: 0.36 MILES S I-70 (Lat: 39.087222,  Lng: -94.649167),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 80.60m (264.44ft),  Average Daily Traffic: 18,032 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 25,262 (year 2041),  Design Load: HS 20,  Features Intersected: R32, UP RR,2 ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.198,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Number Of Approach Spans: 1,  Length of Maximum Span: 46.5m (152.6ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 264.44m (867.59ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906901051631,  Location: 0.12 MI N I35 (Lat: 39.048611,  Lng: -94.646667),  Route carried "on" structure: US 69,  Year Built: 1959,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,114 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.194,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.00m (55.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906901052781,  Location: JCT I35 & US69 (Lat: 39.047500,  Lng: -94.646389),  Route carried "on" structure: US 69,  Year Built: 1986,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 12,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,114 (year 2041),  Design Load: HS 20,  Features Intersected: I35 HWY N BND& S BND
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.159,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 10520069,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.80m (81.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906901052821,  Location: 0.12 MI N I35 NB (Lat: 39.048889,  Lng: -94.646667),  Route carried "on" structure: US 69,  Year Built: 1990,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 12,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,114 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.460,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 17.00m (55.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906901052831,  Location: JCT I35 & US69 (Lat: 39.047778,  Lng: -94.646111),  Route carried "on" structure: US 69,  Year Built: 1986,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 12,930 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,114 (year 2041),  Design Load: HS 20,  Features Intersected: I35 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.326,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.80m (81.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906901052861,  Location: 0.41 MI N OF US24 (Lat: 39.124444,  Lng: -94.626667),  Route carried "on" structure: US 69,  Year Built: 1991,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 6,344 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,053 (year 2041),  Design Load: HS 20,  Features Intersected: JERSEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.200,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907001050201,  Location: 0.39 MILES E US-69 W JCT (Lat: 39.093333,  Lng: -94.643056),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 40,026 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 51,824 (year 2041),  Design Load: H 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.661,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 68.4m (224.4ft)

Condition: Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.86m (9.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907001050211,  Location: 0.82 MILES E US-69 W JCT (Lat: 39.091944,  Lng: -94.635278),  Route carried "on" structure: City street 2659,  Year Built: 1957,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 4,574 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,666 (year 2041),  Design Load: HS 20,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: 10TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.7m (74.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.43m (47.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907001050241,  Location: I70/US169 & US69 E JCT (Lat: 39.094167,  Lng: -94.625833),  Route carried "on" structure: Interstate 70,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 9,819 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,756 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-169 & US-69 NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.233,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.8m (104.3ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.39m (89.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing