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

Find on map >>   Show street view

Structure Number: 999906900463691,  Location: 3.00 MI S 135TH STREET (Lat: 38.839722,  Lng: -94.676389),  Route carried "on" structure: City street 2715,  Year Built: 2012,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 4,093 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,994 (year 2041),  Design Load: HL 93,  Features Intersected: US-69,  Facility Carried by Structure: EB 159TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.732,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.7 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: 44.4 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.65m (64.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463781,  Location: RAMP I-435 TO SB US-69 (Lat: 38.920278,  Lng: -94.704444),  Route carried "on" structure: Ramp State highway 59041,  Year Built: 2012,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 7,300 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,509 (year 2041),  Design Load: HL 93,  Features Intersected: INDIAN CR & PED PASS,  Facility Carried by Structure: RAMP 435
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.402,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.4 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: 51.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 18.28m (59.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463791,  Location: RAMP SB US-69 TO 119TH ST (Lat: 38.920000,  Lng: -94.704167),  Route carried "on" structure: Ramp State highway 41,  Year Built: 2012,  Status: Open,  Structure Length: 20.23m (66.37ft),  Average Daily Traffic: 14,025 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,509 (year 2041),  Design Load: HL 93,  Features Intersected: RP435 & INDIAN CR & PASS,  Facility Carried by Structure: RAMP SB US-69
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.623,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 4640041,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 3,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 47.6 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: 36.9 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 66.38m (217.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463831,  Location: 0.54 MI S OF I-435 (Lat: 38.927222,  Lng: -94.706111),  Route carried "on" structure: Ramp State highway 59041,  Year Built: 2012,  Status: Open,  Structure Length: 15.39m (50.49ft),  Average Daily Traffic: 3,290 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,986 (year 2041),  Design Load: HL 93,  Features Intersected: COLLEGE BLVD,  Facility Carried by Structure: RAMP I-435E To 69S
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.377,  Lanes on structure: 2,  Lanes under structure: 7,  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: 42.1m (138.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 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: 37.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 50.50m (165.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463881,  Location: RAMP I-435 E TO SB US-69 (Lat: 38.929444,  Lng: -94.706389),  Route carried "on" structure: Ramp State highway 59041,  Year Built: 2012,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 3,290 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,986 (year 2041),  Design Load: HL 93,  Features Intersected: N BRANCH INDIAN CREEK,  Facility Carried by Structure: RAMP 435
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.2 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: 35.3 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.55m (67.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463891,  Location: RAMP I-435/COLLEGE (Lat: 38.929444,  Lng: -94.705833),  Route carried "on" structure: Ramp State highway 42,  Year Built: 2012,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 11,025 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,986 (year 2041),  Design Load: HL 93,  Features Intersected: N BRANCH INDIAN CREEK,  Facility Carried by Structure: RAMP I-435/COLLEGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.122,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.2 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 19.97m (65.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463941,  Location: RAMP WB I-435 TO SB US-69 (Lat: 38.931944,  Lng: -94.706111),  Route carried "on" structure: Ramp State highway 59041,  Year Built: 2012,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 8,040 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,986 (year 2041),  Design Load: HL 93,  Features Intersected: RAMP 435/COLLEGE,  Facility Carried by Structure: RAMP 435
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.216,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.2m (135.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 38.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 31.19m (102.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900463961,  Location: RAMP WB I-435 TO SB US-69 (Lat: 38.935000,  Lng: -94.705556),  Route carried "on" structure: Ramp State highway 59041,  Year Built: 2012,  Status: Open,  Structure Length: 9.95m (32.64ft),  Average Daily Traffic: 9,955 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,787 (year 2041),  Design Load: HL 93,  Features Intersected: 2 435 RAMPS & E & W 435,  Facility Carried by Structure: RAMP 435 W COLLEGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.2 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: 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 32.65m (107.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900464241,  Location: 5.12 MI N MIAMI COLN, NB (Lat: 38.812222,  Lng: -94.675278),  Route carried "on" structure: US 69,  Year Built: 2017,  Status: Open,  Structure Length: 7.85m (25.75ft),  Average Daily Traffic: 16,819 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,560 (year 2041),  Design Load: HL 93,  Features Intersected: BLUE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.238,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.6 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: 34.7 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.75m (84.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999906900610151,  Location: JOHNSON MIAMI CO LN (Lat: 38.738056,  Lng: -94.676111),  Route carried "on" structure: ServiceCounty highway 32,  Year Built: 1967,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 76 (year 2020),  Average Future Daily Traffic: 16,058 (year 2041),  Design Load: H 20,  Features Intersected: US 69 HWY,  Facility Carried by Structure: CO. LN RD 215TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.760,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.10m (79.07ft),  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

Find on map >>   Show street view

Structure Number: 999943500460471,  Location: 0.63 MI E US69ALT, WB (Lat: 38.934722,  Lng: -94.693056),  Route carried "on" structure: Interstate 435,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 70,607 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,419 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.541,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.25m (79.56ft),  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

Find on map >>   Show street view

Structure Number: 999943500460481,  Location: 0.62 MI E OF US69 (Lat: 38.934444,  Lng: -94.693333),  Route carried "on" structure: Interstate 435,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 70,607 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,419 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.545,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.25m (79.56ft),  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

Find on map >>   Show street view

Structure Number: 999943500460501,  Location: JCT METCALF/I435 WB (Lat: 38.931944,  Lng: -94.667500),  Route carried "on" structure: Interstate 435,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 69,204 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,602 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: METCALF
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.277,  Lanes on structure: 4,  Lanes under structure: 6,  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: 18.3m (60.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.98m (72.11ft),  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

Find on map >>   Show street view

Structure Number: 999943500460511,  Location: JCT METCALF/I435 SL (Lat: 38.931667,  Lng: -94.667500),  Route carried "on" structure: Interstate 435,  Year Built: 1965,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 69,204 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 89,602 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: METCALF
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.285,  Lanes on structure: 4,  Lanes under structure: 8,  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: 18.3m (60.0ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.98m (72.11ft),  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

Find on map >>   Show street view

Structure Number: 999943500462491,  Location: 1.17 MI W US69 (Lat: 38.935000,  Lng: -94.726389),  Route carried "on" structure: Interstate 435,  Year Built: 1965,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 59,384 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 88,242 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: INDIAN CREEK TRIBUTARY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.411,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 113.7m (373.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.19m (10.47ft),  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

Find on map >>   Show street view

Structure Number: 999943500463021,  Location: 0.52 MI E US-69 (Lat: 38.930556,  Lng: -94.658056),  Route carried "on" structure: City street 2975,  Year Built: 1996,  Status: Open,  Structure Length: 8.98m (29.46ft),  Average Daily Traffic: 5,044 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,146 (year 2041),  Design Load: HS 20,  Features Intersected: I-435 HWY,  Facility Carried by Structure: LAMAR AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.001,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 29.45m (96.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463031,  Location: 1.02 MI E OF US-169 (Lat: 38.931389,  Lng: -94.648611),  Route carried "on" structure: City street 3001,  Year Built: 1996,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 8,286 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,313 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-435 HWY & NB & SB CD'S,  Facility Carried by Structure: NALL NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.790,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.65m (90.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463041,  Location: 1.02 MI E OF US-169 (Lat: 38.931667,  Lng: -94.648889),  Route carried "on" structure: City street 3001,  Year Built: 1996,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 8,286 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,313 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-435 HWY & NB & SB CD'S,  Facility Carried by Structure: NALL SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.788,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.66m (90.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463051,  Location: 1.40 MI W OF STATE LINE (Lat: 38.932778,  Lng: -94.633611),  Route carried "on" structure: Interstate 435,  Year Built: 1996,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 67,801 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,786 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: INDIAN CREEK & PED PASS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.324,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.5m (93.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 28.5m (93.5ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.65m (80.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463061,  Location: 1.41 MI W OF STATE LINE (Lat: 38.933056,  Lng: -94.633611),  Route carried "on" structure: Interstate 435,  Year Built: 1996,  Status: Open,  Structure Length: 7.51m (24.64ft),  Average Daily Traffic: 67,801 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,786 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: INDIAN CREEK & PED PASS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.326,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.1m (92.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 28.1m (92.2ft),  Out-to-Out Width: 28.9m (94.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.65m (80.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463071,  Location: 1.24 MI W OF STATE LINE (Lat: 38.932778,  Lng: -94.630000),  Route carried "on" structure: Interstate 435,  Year Built: 1996,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 67,801 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,786 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MISSION RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.007,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463081,  Location: 1.25 MI W OF STATE LINE (Lat: 38.933056,  Lng: -94.630000),  Route carried "on" structure: Interstate 435,  Year Built: 1996,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 67,801 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 87,786 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MISSION RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.007,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463341,  Location: I-435 & ANTIOCH RD JCT (Lat: 38.934167,  Lng: -94.686111),  Route carried "on" structure: City street 2901,  Year Built: 2008,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 9,046 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,457 (year 2041),  Design Load: HS 20,  Features Intersected: I-435 HWY,  Facility Carried by Structure: ANTIOCH ROAD, NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.102,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 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: 29.2 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.29m (63.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463351,  Location: I-435 & ANTIOCH RD JCT (Lat: 38.934167,  Lng: -94.686389),  Route carried "on" structure: City street 2901,  Year Built: 2008,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 9,046 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,565 (year 2041),  Design Load: HS 20,  Features Intersected: I-435 HWY,  Facility Carried by Structure: ANTIOCH ROAD, SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.102,  Lanes on structure: 5,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 19.3m (63.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.29m (63.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463411,  Location: RAMP US-69S TO I-435 EB (Lat: 38.935278,  Lng: -94.703889),  Route carried "on" structure: Ramp State highway 43063,  Year Built: 2009,  Status: Open,  Structure Length: 52.06m (170.80ft),  Average Daily Traffic: 16,920 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 112,189 (year 2041),  Design Load: HS 20,  Features Intersected: I-435 HWY & US-69 HWY,  Facility Carried by Structure: RAMP 69S TO 435 E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.315,  Lanes on structure: 2,  Lanes under structure: 9,  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: 8,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 35.0 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: 27.2 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 170.80m (560.37ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463421,  Location: RAMP 69N TO 435E (Lat: 38.933889,  Lng: -94.703333),  Route carried "on" structure: Ramp State highway 59063,  Year Built: 2009,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 8,665 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,754 (year 2041),  Design Load: HL 93,  Features Intersected: RAMP 435 TO ANTIOCH RD,  Facility Carried by Structure: RAMP 69N TO 435E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.443,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.54m (80.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463441,  Location: RMP 69S-I435E & 69N-ANTCH (Lat: 38.934444,  Lng: -94.693056),  Route carried "on" structure: Ramp State highway 59063,  Year Built: 2008,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,754 (year 2041),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: RAMP 69S-I435E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.406,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.3m (50.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.25m (79.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463451,  Location: RMP ANTCH TO I-435W/U-69N (Lat: 38.935000,  Lng: -94.693056),  Route carried "on" structure: Ramp State highway 63060,  Year Built: 2008,  Status: Open,  Structure Length: 9.59m (31.46ft),  Average Daily Traffic: 26,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,754 (year 2041),  Design Load: HL 93,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: RMP ANTCH-I435/U69
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.610,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: 31.47m (103.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463461,  Location: RAMP I-435W TO U-69N (Lat: 38.935278,  Lng: -94.693056),  Route carried "on" structure: Ramp State highway 59,  Year Built: 2008,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 26,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,754 (year 2041),  Design Load: HL 93,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: RMP I-435W - U-69N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.460,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.6 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: 37.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.49m (129.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500463471,  Location: RAMP ANTIOCH TO U-69N (Lat: 38.934722,  Lng: -94.689167),  Route carried "on" structure: Ramp State highway 63060,  Year Built: 2008,  Status: Open,  Structure Length: 21.38m (70.14ft),  Average Daily Traffic: 26,395 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 97,754 (year 2041),  Design Load: HL 93,  Features Intersected: RAMP 435N TO 69N,  Facility Carried by Structure: RMP ANTIOCH - U69N
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.282,  Lanes on structure: 2,  Lanes under structure: 2,  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: 5,  Length of Maximum Span: 51.0m (167.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.8 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: 32.4 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 70.15m (230.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500464051,  Location: 1.38 MI E I-35 (Lat: 38.935278,  Lng: -94.723611),  Route carried "on" structure: City street 2801,  Year Built: 2014,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 13,604 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,931 (year 2041),  Design Load: HL 93,  Features Intersected: I435 & RAMP,  Facility Carried by Structure: QUIVIRA ROAD SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.660,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 43.7 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: 33.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 34.65m (113.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500464061,  Location: 1.38 MI E I-35 (Lat: 38.935000,  Lng: -94.723333),  Route carried "on" structure: City street 2801,  Year Built: 2012,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 11,009 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,702 (year 2041),  Design Load: HL 93,  Features Intersected: I435 AND RAMP,  Facility Carried by Structure: QUIVIRA ROAD NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.676,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.1m (62.7ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 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: 34.7 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 34.65m (113.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500464071,  Location: RAMP QUIVIRA TO 435E-69S (Lat: 38.934722,  Lng: -94.721667),  Route carried "on" structure: Ramp State highway 60059,  Year Built: 2013,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 13,720 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 101,787 (year 2041),  Design Load: HL 93,  Features Intersected: RAMP 435E-69S,  Facility Carried by Structure: RAMP QUIVIRA-69S
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.156,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 96.9m (317.9ft)

Condition: Culverts: Good,  Operating Rating: 75.2 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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500464081,  Location: 0.79 MI W OF US69 (Lat: 38.935000,  Lng: -94.720000),  Route carried "on" structure: Interstate 435,  Year Built: 2012,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 64,060 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 95,190 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: INDIAN CREEK TRIBUTARY A
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.864,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 112.4m (368.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 112.4m (368.8ft),  Out-to-Out Width: 112.9m (370.4ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 15.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  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: 6.78m (22.24ft),  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500464151,  Location: 1.75 MI W OF STATE LINE (Lat: 38.932500,  Lng: -94.639444),  Route carried "on" structure: City street 3025,  Year Built: 2014,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 10,067 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,959 (year 2041),  Design Load: HL 93,  Features Intersected: I 435 HWY & NB & SB CD'S,  Facility Carried by Structure: ROE AVE SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.459,  Lanes on structure: 3,  Lanes under structure: 10,  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: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 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: 35.6 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 27.65m (90.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999943500464181,  Location: 1.76 MI W OF STATE LINE (Lat: 38.932500,  Lng: -94.639722),  Route carried "on" structure: City street 3025,  Year Built: 2014,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 10,067 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,959 (year 2041),  Design Load: HL 93,  Features Intersected: I-435 HWY & NB & SB CD'S,  Facility Carried by Structure: ROE AVE NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.462,  Lanes on structure: 3,  Lanes under structure: 10,  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: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.3 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: 35.6 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 27.65m (90.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999963500460731,  Location: JCT MERRIAM DR/I635 (Lat: 39.042500,  Lng: -94.674167),  Route carried "on" structure: Interstate 635,  Year Built: 1955,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 28,784 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,122 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MERRIAM DRIVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.426,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 18.95m (62.17ft),  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

Find on map >>   Show street view

Structure Number: 999963500462581,  Location: JCT I35 SB/I635 NB (Lat: 39.041389,  Lng: -94.672500),  Route carried "on" structure: Interstate 635,  Year Built: 1985,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 28,784 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,122 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I35 SB, BNSF RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.259,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 31.8 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 29.19m (95.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing