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

Find on map >>   Show street view

Structure Number: 3043,  Location: 1.0N OF LARKINBURG (Lat: 39.474081,  Lng: -95.570269),  Route carried "on" structure: County highway 1592,  Year Built: 1964,  Status: Posted for load,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 60 (year 2007),  Average Future Daily Traffic: 60 (year 2040),  Design Load: H 15,  Features Intersected: ELK CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 30.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 52107560432,  Location: 3.0N 4.6E OF LINWOOD (Lat: 39.043594,  Lng: -94.953592),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 125 (year 2013),  Truck Traffic: 16%,  Average Future Daily Traffic: 206 (year 2038),  Features Intersected: LITTLE KAW CREEK,  Facility Carried by Structure: SH-11 STILLWELL RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52107950426,  Location: 2.0S OF S.E. COR. BASEHOR (Lat: 39.086950,  Lng: -94.918153),  Route carried "on" structure: County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,535 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,719 (year 2038),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: F-53 KANSAS AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 52107970428,  Location: 3.0S OF S.E. COR. BASEHOR (Lat: 39.073364,  Lng: -94.915839),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Posted for load,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 540 (year 2006),  Truck Traffic: 16%,  Average Future Daily Traffic: 567 (year 2038),  Design Load: H 15,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: F-55 METRO AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 1051081004329,  Location: 142ND ST N OF KREIDER (Lat: 39.030014,  Lng: -94.908822),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 765 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 380 (year 2043),  Design Load: HL 93,  Features Intersected: LITTLE KAW CREEK,  Facility Carried by Structure: 142ND STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.6 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: 47.6 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 403001050000004,  Location: BONNER SPRINGS (Lat: 39.047853,  Lng: -94.889489),  Route carried "on" structure: City street 355,  Year Built: 1977,  Status: Open,  Structure Length: 5.53m (18.14ft),  Average Daily Traffic: 2,020 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,080 (year 2039),  Design Load: HS 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: LORING AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 28.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 503001050000001,  Location: 0.05 MILES NORTH OF K-32 (Lat: 39.065383,  Lng: -94.878550),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 214 (year 2039),  Design Load: HS 20,  Features Intersected: MISSION CREEK,  Facility Carried by Structure: 121ST STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 503001050000003,  Location: SOUTH OF K-32 (Lat: 39.050775,  Lng: -94.911767),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2039),  Design Load: HL 93,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: WOODEND ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.5m (44.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 37.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 503001050000005,  Location: 0.3 M NORTH OF KREIDER (Lat: 39.025119,  Lng: -94.899511),  Route carried "on" structure: City street 387,  Year Built: 1922,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 2,020 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,080 (year 2039),  Design Load: H 15,  Features Intersected: LITTLE KAW CREEK,  Facility Carried by Structure: LORING AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 999900100170141,  Location: 7.43 MI N OKLA STATE LINE (Lat: 37.106667,  Lng: -99.325000),  Route carried "on" structure: State highway 1,  Year Built: 1935,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 687 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 1,021 (year 2041),  Design Load: H 15,  Features Intersected: SALT FORK ARKANSAS RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.949,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 999900701050771,  Location: 0.03 MI N JOHNSON COLN (Lat: 39.059444,  Lng: -94.871667),  Route carried "on" structure: State highway 7,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 63.36m (207.87ft),  Average Daily Traffic: 10,809 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,712 (year 2041),  Design Load: HS 20,  Features Intersected: RIV,RR,K32 HWY, ACC RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.769,  Lanes on structure: 2,  Lanes under structure: 6,  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: 9,  Number Of Approach Spans: 7,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 207.86m (681.96ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 999900701052581,  Location: 0.03 MI N JOHNSON COLN (Lat: 39.059444,  Lng: -94.871667),  Route carried "on" structure: State highway 7,  Year Built: 1985,  Status: Open,  Structure Length: 63.36m (207.87ft),  Average Daily Traffic: 10,809 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,712 (year 2041),  Design Load: HS 20,  Features Intersected: RIV, RR,K32 HWY, ACC RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 38.751,  Lanes on structure: 2,  Lanes under structure: 6,  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: 11,  Number Of Approach Spans: 5,  Length of Maximum Span: 56.1m (184.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 207.88m (682.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 999900701052591,  Location: 0.34 MI NW K32 (Lat: 39.065000,  Lng: -94.876667),  Route carried "on" structure: State highway 7,  Year Built: 1984,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 10,708 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,546 (year 2041),  Design Load: HS 20,  Features Intersected: MORSE AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.797,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  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: 13.0m (42.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.7 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 14.26m (46.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 999900701052601,  Location: 0.33 MI NW K32 (Lat: 39.065278,  Lng: -94.876389),  Route carried "on" structure: State highway 7,  Year Built: 1984,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 10,708 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,546 (year 2041),  Design Load: HS 20,  Features Intersected: MORSE AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.792,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  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: 17.0m (55.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.7 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.26m (46.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 999900701052611,  Location: 1.03 MI NW K32 (Lat: 39.074722,  Lng: -94.880278),  Route carried "on" structure: City street 359,  Year Built: 1985,  Status: Open,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 4,792 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,847 (year 2041),  Design Load: HS 20,  Features Intersected: K-7 HWY EL-WL,  Facility Carried by Structure: NETTLETON AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.031,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 27.71m (90.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999902000070251,  Location: 2.13 MI E US75 (Lat: 39.667222,  Lng: -95.690833),  Route carried "on" structure: State highway 20,  Year Built: 1935,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,460 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,966 (year 2041),  Design Load: H 15,  Features Intersected: DELAWARE RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.404,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 999902401052621,  Location: JCT US24/K7/I70 (KTA) (Lat: 39.096667,  Lng: -94.881667),  Route carried "on" structure: US 24,  Year Built: 1985,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 12,981 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,271 (year 2041),  Design Load: HS 20,  Features Intersected: I-70 HIGHWAY(KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.758,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 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: 27.31m (89.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999902401052631,  Location: JCT US24/K7/I70 (KTA) (Lat: 39.096667,  Lng: -94.881667),  Route carried "on" structure: US 24,  Year Built: 1985,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 12,981 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,271 (year 2041),  Design Load: HS 20,  Features Intersected: I-70 HIGHWAY(KTA)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.377,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 10520024,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 14.5m (47.6ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.31m (89.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999903201052881,  Location: 0.36 MI E LEAVENWORTH C/L (Lat: 39.057778,  Lng: -94.901944),  Route carried "on" structure: State highway 32,  Year Built: 1993,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 3,855 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,894 (year 2041),  Design Load: HS 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.573,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 15.25m (50.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999903201053241,  Location: 0.98 MI E OF LV CO LINE (Lat: 39.057778,  Lng: -94.890556),  Route carried "on" structure: State highway 32,  Year Built: 2010,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 5,081 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 6,450 (year 2041),  Design Load: HL 93,  Features Intersected: KANSAS RIVER DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.574,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.7 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: 52.2 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999907000520473,  Location: 0.55 W WYANDOTTE CO LINE (Lat: 39.088889,  Lng: -94.918611),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.743,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 999907000520483,  Location: 0.55 W WYANDOTTE CO LINE (Lat: 39.088889,  Lng: -94.918611),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 20.40m (66.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 999907000520493,  Location: 0.43 W WYANDOTTE CO LINE (Lat: 39.088889,  Lng: -94.916111),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.968,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.3 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.55m (41.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 999907000520503,  Location: 0.43 W WYANDOTTE CO LINE (Lat: 39.088889,  Lng: -94.916111),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.970,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.55m (41.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 999907000520663,  Location: 0.10 MI W WY CO LINE (Lat: 39.089722,  Lng: -94.910278),  Route carried "on" structure: Interstate 70,  Year Built: 1955,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: H 20,  Features Intersected: WOLF CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.469,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 27.0m (88.6ft),  Out-to-Out Width: 45.7m (149.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 2.88m (9.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 999907000520893,  Location: 0.82 W WYANDOTTE CO LINE (Lat: 39.087222,  Lng: -94.923056),  Route carried "on" structure: County highway 2176,  Year Built: 2016,  Status: Open,  Structure Length: 18.10m (59.38ft),  Average Daily Traffic: 1,653 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,077 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: KANSAS AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.909,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 51.8m (169.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 59.39m (194.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999907001051113,  Location: 1.00 MI E LV COLINE (Lat: 39.095000,  Lng: -94.891111),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB0353, 134TH ST T)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.617,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.95m (39.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 999907001051123,  Location: 1.01 MI E LV COLINE (Lat: 39.095000,  Lng: -94.891111),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 13,105 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,059 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: URB0353, 134TH ST T)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.621,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 11.95m (39.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 999907001053271,  Location: 0.26 MI W K-7 (Lat: 39.095556,  Lng: -94.886944),  Route carried "on" structure: Ramp State highway 50,  Year Built: 2014,  Status: Open,  Structure Length: 11.44m (37.53ft),  Average Daily Traffic: 3,800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,077 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.793,  Lanes on structure: 1,  Lanes under structure: 5,  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: 40.2m (131.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.5 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: 49.9 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.55m (123.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999907001053281,  Location: 0.52 MI W K-7 (Lat: 39.094444,  Lng: -94.891111),  Route carried "on" structure: Ramp US 73,  Year Built: 2014,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,077 (year 2041),  Design Load: HL 93,  Features Intersected: URB0353 134TH STREET,  Facility Carried by Structure: RAMP B
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.373,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: 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: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.16m (53.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999907001053293,  Location: 0.99 MI E K7 (Lat: 39.100833,  Lng: -94.864167),  Route carried "on" structure: City street 356,  Year Built: 2014,  Status: Open,  Structure Length: 12.18m (39.96ft),  Average Daily Traffic: 162 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 165 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: URB0353,RIVERVW
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.437,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Maintenance Responsibility: 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: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.4 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: 42.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 39.97m (131.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999907001053301,  Location: 1.5 MILES EAST K-7 (Lat: 39.103889,  Lng: -94.853333),  Route carried "on" structure: City street 2629,  Year Built: 2014,  Status: Open,  Structure Length: 15.87m (52.07ft),  Average Daily Traffic: 921 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,369 (year 2041),  Design Load: HL 93,  Features Intersected: I70 KTA AND DRAINAGE,  Facility Carried by Structure: 118TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.280,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 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: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 52.06m (170.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999907001053353,  Location: AT LEAVENWORTH/WY CL (Lat: 39.090278,  Lng: -94.908611),  Route carried "on" structure: City street 365,  Year Built: 2011,  Status: Open,  Structure Length: 9.62m (31.56ft),  Average Daily Traffic: 529 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 645 (year 2041),  Design Load: HL 93,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: LOCAL RD (142ND)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 31.57m (103.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999900701050771,  Location: 0.03 MI N JOHNSON COLN (Lat: 39.059444,  Lng: -94.871667),  Route carried "under" structure: State highway 32,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,758 (year 2020),  Truck Traffic: 10%,  Features Intersected: RIV,RR,K32 HWY, ACC RD,  Facility Carried by Structure: K7 HWY S-BND
Minimum Vertical Clearance: 6.87m (22.54ft),  Kilometerpoint: 3.359,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>   Show street view

Structure Number: 999900701052581,  Location: 0.03 MI N JOHNSON COLN (Lat: 39.059444,  Lng: -94.871667),  Route carried "under" structure: State highway 32,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 5,758 (year 2020),  Truck Traffic: 10%,  Features Intersected: RIV, RR,K32 HWY, ACC RD,  Facility Carried by Structure: K7 HWY N BND
Minimum Vertical Clearance: 7.02m (23.03ft),  Kilometerpoint: 3.375,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

Find on map >>   Show street view

Structure Number: 999900701052611,  Location: 1.03 MI NW K32 (Lat: 39.074722,  Lng: -94.880278),  Route carried "under" structure: State highway 7,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 10,708 (year 2020),  Truck Traffic: 8%,  Features Intersected: K-7 HWY EL-WL,  Facility Carried by Structure: NETTLETON AVENUE
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 1.915,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.8m (137.1ft)

Find on map >>   Show street view

Structure Number: 999902401052621,  Location: JCT US24/K7/I70 (KTA) (Lat: 39.096667,  Lng: -94.881667),  Route carried "under" structure: Interstate 70,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-70 HIGHWAY(KTA),  Facility Carried by Structure: US-24 EB OVER KTA
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

Find on map >>   Show street view

Structure Number: 999902401052631,  Location: JCT US24/K7/I70 (KTA) (Lat: 39.096667,  Lng: -94.881667),  Route carried "under" structure: Interstate 70,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-70 HIGHWAY(KTA),  Facility Carried by Structure: US-24 WB OVER KTA
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 2.461,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

Find on map >>   Show street view

Structure Number: 999907000520893,  Location: 0.82 W WYANDOTTE CO LINE (Lat: 39.087222,  Lng: -94.923056),  Route carried "under" structure: Interstate 70,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: KANSAS AVE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 25.275,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 999907001053271,  Location: 0.26 MI W K-7 (Lat: 39.095556,  Lng: -94.886944),  Route carried "under" structure: Interstate 70,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: RAMP C
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 1.970,  Lanes on structure: 1,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Find on map >>   Show street view

Structure Number: 999907001053293,  Location: 0.99 MI E K7 (Lat: 39.100833,  Lng: -94.864167),  Route carried "under" structure: Interstate 70,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: URB0353,RIVERVW
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.049,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

Find on map >>   Show street view

Structure Number: 999907001053301,  Location: 1.5 MILES EAST K-7 (Lat: 39.103889,  Lng: -94.853333),  Route carried "under" structure: Interstate 70,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 23,800 (year 2020),  Truck Traffic: 15%,  Features Intersected: I70 KTA AND DRAINAGE,  Facility Carried by Structure: 118TH STREET
Minimum Vertical Clearance: 5.25m (17.22ft),  Kilometerpoint: 5.018,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

Find on map >>   Show street view

Structure Number: 999907001053353,  Location: AT LEAVENWORTH/WY CL (Lat: 39.090278,  Lng: -94.908611),  Route carried "under" structure: Interstate 70,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 15,937 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-70 HWY (KTA),  Facility Carried by Structure: LOCAL RD (142ND)
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On Interstate toll segment,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)