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

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Structure Number: 526350460000041,  Location: 0.5 MI WEST OF 7 HWY (Lat: 39.007339,  Lng: -94.860783),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 3,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,600 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK TRIB.,  Facility Carried by Structure: 67TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: 526350460000047,  Location: 1 MI W. OF I-435 (Lat: 39.039100,  Lng: -94.806589),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 4,210 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: HS 20,  Features Intersected: HAYES CREEK,  Facility Carried by Structure: WILDER ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 52635046000006,  Location: 0.1 S. OF 55TH ST. (Lat: 39.027353,  Lng: -94.751711),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2040),  Features Intersected: LAKEVIEW ESTATES LK SPIL,  Facility Carried by Structure: WIDMER RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 526350460000061,  Location: 0.1 N. OF 75 TH ST. (Lat: 38.993194,  Lng: -94.823742),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2040),  Features Intersected: MILL CREEK TRIBUTARY,  Facility Carried by Structure: WOODLAND DR.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 526350460000062,  Location: 500' S OF 71ST ST (Lat: 38.997328,  Lng: -94.856875),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: CLEAR CREEK TRIBUTARY,  Facility Carried by Structure: HEDGE LN TER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 526350460000063,  Location: .5 MILES WEST OF I-435 (Lat: 39.039419,  Lng: -94.804861),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,210 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20,  Features Intersected: DRAINAGE,  Facility Carried by Structure: HOLIDAY DR.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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

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Structure Number: 526350460000067,  Location: 1.2 MILES EAST OF K-7 (Lat: 39.050700,  Lng: -94.839511),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2040),  Features Intersected: KANSAS RIVER TRIBUTARY,  Facility Carried by Structure: 43RD ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.3m (99.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 80.7 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 52635046000007,  Location: 0.40 MI. N. OF 55TH ST. (Lat: 39.035178,  Lng: -94.705217),  Route carried "on" structure: City street 2661,  Year Built: 2014,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,385 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,600 (year 2040),  Features Intersected: SHAWNEE CREEK,  Facility Carried by Structure: SWITZER RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 526350460000076,  Location: 0.21 MI S OF JOHNSON DR. (Lat: 39.019881,  Lng: -94.718039),  Route carried "on" structure: City street 21059,  Year Built: 2018,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HL 93,  Features Intersected: TURKEY CREEK TRIB.,  Facility Carried by Structure: FLINT AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.2m (13.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: 999900700461441,  Location: 7.51 MI N JCT K7&K10 (Lat: 39.048611,  Lng: -94.861389),  Route carried "on" structure: State highway 7,  Year Built: 1959,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 10,809 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,712 (year 2041),  Design Load: HS 20,  Features Intersected: BNSF RAILWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 37.293,  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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.55m (51.02ft),  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: 999900700462421,  Location: 2.50 MI N JCT K7&K10 (Lat: 38.977778,  Lng: -94.853889),  Route carried "on" structure: City street 2810,  Year Built: 1982,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 8,400 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,482 (year 2041),  Design Load: HS 20,  Features Intersected: K7 HWY,  Facility Carried by Structure: 83RD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.765,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 25.40m (83.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999900700462431,  Location: JCT K7 & 67TH ST (Lat: 39.007222,  Lng: -94.853889),  Route carried "on" structure: City street 2724,  Year Built: 1984,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 6,963 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,189 (year 2041),  Design Load: HS 20,  Features Intersected: K7 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.317,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.9 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.40m (86.61ft),  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: 999900700462441,  Location: JCT K7 & 67TH ST (Lat: 39.006944,  Lng: -94.853889),  Route carried "on" structure: City street 2724,  Year Built: 1984,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 6,963 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,189 (year 2041),  Design Load: HS 20,  Features Intersected: K7 HWY NB-SB,  Facility Carried by Structure: 67TH STREET EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.315,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  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: 59.9 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.40m (86.61ft),  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: 999900700462451,  Location: 5.18 MI N JCT K7&K10 HWY (Lat: 39.015556,  Lng: -94.853889),  Route carried "on" structure: State highway 7,  Year Built: 1982,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 14,142 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,173 (year 2041),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.463,  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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.21m (59.74ft),  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: 999900700462461,  Location: 5.19 MI N JCT K7&K10 (Lat: 39.015556,  Lng: -94.853611),  Route carried "on" structure: State highway 7,  Year Built: 1984,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 14,142 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,173 (year 2041),  Design Load: HS 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.447,  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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.5m (60.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.21m (59.74ft),  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: 999900700462471,  Location: 7.52 MI N JCT K7&K10 (Lat: 39.048611,  Lng: -94.861111),  Route carried "on" structure: State highway 7,  Year Built: 1984,  Status: Open,  Structure Length: 4.74m (15.55ft),  Average Daily Traffic: 10,809 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,712 (year 2041),  Design Load: HS 20,  Features Intersected: AT&SF R.R.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 37.282,  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: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.55m (51.02ft),  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: 999900700462711,  Location: 5.17 MI N JCT K7&K10 (Lat: 39.015833,  Lng: -94.853056),  Route carried "on" structure: ServiceCity street 4047,  Year Built: 1987,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 881 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,941 (year 2041),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: FRONTAGE RD. RT
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.235,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 13.85m (45.44ft),  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: 999900700463511,  Location: K-7 & JOHNSON DR/55TH ST (Lat: 39.028889,  Lng: -94.852222),  Route carried "on" structure: State highway 7,  Year Built: 2010,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 10,859 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,794 (year 2041),  Design Load: HL 93,  Features Intersected: JOHNSON DR/55TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.921,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.4 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: 43.4 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.25m (115.65ft),  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: 999900700463521,  Location: K-7 & JOHNSON DR./55TH ST (Lat: 39.028889,  Lng: -94.852500),  Route carried "on" structure: State highway 7,  Year Built: 2010,  Status: Open,  Structure Length: 10.74m (35.24ft),  Average Daily Traffic: 10,859 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,794 (year 2041),  Design Load: HL 93,  Features Intersected: JOHNSON DR/55TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.950,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.4 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: 43.4 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.25m (115.65ft),  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: 999900700463731,  Location: CLEAR CREEK PKY & K-7 HWY (Lat: 39.018056,  Lng: -94.853611),  Route carried "on" structure: ServiceCity street 2210,  Year Built: 2010,  Status: Open,  Structure Length: 9.22m (30.25ft),  Average Daily Traffic: 881 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 22,941 (year 2041),  Design Load: HL 93,  Features Intersected: K-7 HWY,  Facility Carried by Structure: CLEAR CREEK PKY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.4 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 minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 30.25m (99.25ft),  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: 999943500462071,  Location: 3.05 MI S WYANDOTTE COLN (Lat: 38.999722,  Lng: -94.782500),  Route carried "on" structure: Interstate 435,  Year Built: 1980,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 33,293 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,131 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MIDLAND DR. OLD K10
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.921,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum 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: 25.92m (85.04ft),  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: 999943500462081,  Location: 3.06 MI S WYANDOTTE COLN (Lat: 38.999722,  Lng: -94.782222),  Route carried "on" structure: Interstate 435,  Year Built: 1980,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 33,293 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,131 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MIDLAND DR. OLD K10
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.865,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.92m (85.04ft),  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: 999943500462091,  Location: 0.63 MI N MIDLAND DRIVE (Lat: 39.008611,  Lng: -94.785000),  Route carried "on" structure: Ramp State highway 52,  Year Built: 1980,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 4,850 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 62,040 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY,  Facility Carried by Structure: RAMP D OVER I435
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.634,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 36.19m (118.73ft),  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: 999943500462101,  Location: JCT I435 & 65TH ST (Lat: 39.010278,  Lng: -94.785000),  Route carried "on" structure: City street 2724,  Year Built: 1979,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 12,129 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,113 (year 2041),  Design Load: HS 20,  Features Intersected: I435 WL-EL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.318,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.00m (121.39ft),  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: 999943500462111,  Location: JCT I435 & 65TH ST (Lat: 39.010556,  Lng: -94.785000),  Route carried "on" structure: City street 2724,  Year Built: 1979,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 12,129 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,113 (year 2041),  Design Load: HS 20,  Features Intersected: I-435 HWY NB-SB,  Facility Carried by Structure: SMPWY WB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.322,  Lanes on structure: 3,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 37.00m (121.39ft),  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: 999943500462121,  Location: 3.65 MI E K7 HWY (Lat: 39.010278,  Lng: -94.787500),  Route carried "on" structure: City street 2724,  Year Built: 1979,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,129 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,113 (year 2041),  Design Load: HS 20,  Features Intersected: S BND TO E BND RAMP D
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.103,  Lanes on structure: 2,  Lanes under structure: 1,  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: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.28m (56.69ft),  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: 999943500462131,  Location: 3.64 MI E K7 HWY (Lat: 39.010556,  Lng: -94.787500),  Route carried "on" structure: City street 2724,  Year Built: 1979,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,129 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,113 (year 2041),  Design Load: HS 20,  Features Intersected: S BND TO E BND RAMP D
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.095,  Lanes on structure: 2,  Lanes under structure: 1,  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: 25.9m (85.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.28m (56.69ft),  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: 999943500462141,  Location: 0.30 MI E I435 HWY (Lat: 39.009444,  Lng: -94.779722),  Route carried "on" structure: Ramp State highway 52,  Year Built: 1980,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 5,720 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 90,285 (year 2041),  Design Load: HS 20,  Features Intersected: RENNER RD,  Facility Carried by Structure: RP NB TO SMPWY EB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.695,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.62m (44.69ft),  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: 999943500462151,  Location: 0.29 MI E I435 HWY (Lat: 39.010556,  Lng: -94.779722),  Route carried "on" structure: Ramp State highway 52,  Year Built: 1980,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 5,540 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,134 (year 2041),  Design Load: HS 20,  Features Intersected: RENNER RD,  Facility Carried by Structure: WB 65TH/NB I435 RP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.203,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.96m (45.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999943500462161,  Location: I435-JOHNSON DR (Lat: 39.021944,  Lng: -94.785278),  Route carried "on" structure: City street 2712,  Year Built: 1979,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 9,833 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,611 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY,  Facility Carried by Structure: JOHNSON DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.217,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.36m (119.29ft),  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: 999943500462171,  Location: 0.75 MI N JOHNSON DRIVE (Lat: 39.032778,  Lng: -94.788333),  Route carried "on" structure: ServiceCity street 1055,  Year Built: 1979,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 881 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,395 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY SB,  Facility Carried by Structure: 53RD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.740,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 18.50m (60.70ft),  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: 999943500462181,  Location: 0.76 MI N JOHNSON DRIVE (Lat: 39.032778,  Lng: -94.787222),  Route carried "on" structure: ServiceCity street 1055,  Year Built: 1979,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 881 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 63,395 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY NB,  Facility Carried by Structure: 53RD ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 17.61m (57.78ft),  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: 999943500462271,  Location: JCT 79TH ST/I435 EL-WL (Lat: 38.985556,  Lng: -94.776111),  Route carried "on" structure: City street 2717,  Year Built: 1981,  Status: Open,  Structure Length: 11.06m (36.29ft),  Average Daily Traffic: 2,389 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,954 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY,  Facility Carried by Structure: 79TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 36.30m (119.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999943500462281,  Location: JCT RENNER RD/I435 (Lat: 38.992778,  Lng: -94.778056),  Route carried "on" structure: City street 2653,  Year Built: 1982,  Status: Open,  Structure Length: 14.80m (48.56ft),  Average Daily Traffic: 4,841 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,907 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY,  Facility Carried by Structure: RENNER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.486,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 48.55m (159.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999943500462301,  Location: 0.29 MI N RENNER RD&I435 (Lat: 38.995833,  Lng: -94.781111),  Route carried "on" structure: Interstate 435,  Year Built: 1982,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 34,929 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,086 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.461,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.31m (92.88ft),  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: 999943500462311,  Location: 0.28 MI N RENNER RD&I435 (Lat: 38.995833,  Lng: -94.780556),  Route carried "on" structure: Interstate 435,  Year Built: 1982,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 34,929 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 63,086 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LITTLE MILL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.405,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 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: 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: 28.31m (92.88ft),  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: 999900700462421,  Location: 2.50 MI N JCT K7&K10 (Lat: 38.977778,  Lng: -94.853889),  Route carried "under" structure: State highway 7,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 15,102 (year 2020),  Truck Traffic: 9%,  Features Intersected: K7 HWY,  Facility Carried by Structure: 83RD ST
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 29.263,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 999900700462431,  Location: JCT K7 & 67TH ST (Lat: 39.007222,  Lng: -94.853889),  Route carried "under" structure: State highway 7,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 14,142 (year 2020),  Truck Traffic: 8%,  Features Intersected: K7 HWY
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 32.547,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 999900700462441,  Location: JCT K7 & 67TH ST (Lat: 39.006944,  Lng: -94.853889),  Route carried "under" structure: State highway 7,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 14,142 (year 2020),  Truck Traffic: 8%,  Features Intersected: K7 HWY NB-SB
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 32.514,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 999900700463731,  Location: CLEAR CREEK PKY & K-7 HWY (Lat: 39.018056,  Lng: -94.853611),  Route carried "under" structure: State highway 7,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 14,142 (year 2020),  Truck Traffic: 8%,  Features Intersected: K-7 HWY,  Facility Carried by Structure: CLEAR CREEK PKY
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 33.754,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 999943500462091,  Location: 0.63 MI N MIDLAND DRIVE (Lat: 39.008611,  Lng: -94.785000),  Route carried "under" structure: Interstate 435,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 32,124 (year 2020),  Truck Traffic: 10%,  Features Intersected: I435 HWY
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 21.932,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 999943500462101,  Location: JCT I435 & 65TH ST (Lat: 39.010278,  Lng: -94.785000),  Route carried "under" structure: Interstate 435,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 32,124 (year 2020),  Truck Traffic: 10%,  Features Intersected: I435 WL-EL,  Facility Carried by Structure: URB2724,SMPWYEB
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 22.128,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 999943500462111,  Location: JCT I435 & 65TH ST (Lat: 39.010556,  Lng: -94.785000),  Route carried "under" structure: Interstate 435,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 32,124 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-435 HWY NB-SB,  Facility Carried by Structure: SMPWY WB
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 22.157,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 999943500462161,  Location: I435-JOHNSON DR (Lat: 39.021944,  Lng: -94.785278),  Route carried "under" structure: Interstate 435,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 32,124 (year 2020),  Truck Traffic: 10%,  Features Intersected: I435 HWY,  Facility Carried by Structure: JOHNSON DR
Minimum Vertical Clearance: 4.81m (15.78ft),  Kilometerpoint: 23.395,  Lanes on structure: 7,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 999943500462171,  Location: 0.75 MI N JOHNSON DRIVE (Lat: 39.032778,  Lng: -94.788333),  Route carried "under" structure: Interstate 435,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 32,825 (year 2020),  Truck Traffic: 9%,  Features Intersected: I435 HWY SB,  Facility Carried by Structure: 53RD ST
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 24.626,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 999943500462181,  Location: 0.76 MI N JOHNSON DRIVE (Lat: 39.032778,  Lng: -94.787222),  Route carried "under" structure: Interstate 435,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 32,825 (year 2020),  Truck Traffic: 9%,  Features Intersected: I435 HWY NB,  Facility Carried by Structure: 53RD ST
Minimum Vertical Clearance: 6.01m (19.72ft),  Kilometerpoint: 24.571,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 999943500462271,  Location: JCT 79TH ST/I435 EL-WL (Lat: 38.985556,  Lng: -94.776111),  Route carried "under" structure: Interstate 435,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 34,929 (year 2020),  Truck Traffic: 9%,  Features Intersected: I435 HWY,  Facility Carried by Structure: 79TH STREET
Minimum Vertical Clearance: 6.82m (22.38ft),  Kilometerpoint: 19.191,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)