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

Find on map >>   Show street view

Structure Number: 521950460000321,  Location: 3000' S. of 151st St. (Lat: 38.846203,  Lng: -94.649214),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 6,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,600 (year 2040),  Design Load: HS 20,  Features Intersected: NEGRO CREEK,  Facility Carried by Structure: NALL AVE. SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  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: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 521950460000322,  Location: 3000' S. of 151st St. (Lat: 38.846303,  Lng: -94.649131),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 6,500 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,800 (year 2040),  Design Load: HS 20,  Features Intersected: NEGRO CREEK,  Facility Carried by Structure: NALL AVE. NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  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: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 52195046000033,  Location: 1500' N OF 151ST ST (Lat: 38.858947,  Lng: -94.611883),  Route carried "on" structure: City street ,  Year Built: 1910,  Year Reconstructed: 1940,  Status: Posted for load,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 6,300 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,600 (year 2040),  Features Intersected: NEGRO CK,  Facility Carried by Structure: KENNETH RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 17.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $500,000,  Total Project Cost: $150,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 52195046000034,  Location: 1200' W OF BENSON (Lat: 38.892547,  Lng: -94.692917),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: H 20,  Features Intersected: TOMAHAWK CK TRIB,  Facility Carried by Structure: 131ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

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

Find on map >>   Show street view

Structure Number: 52195046000035,  Location: 1500' W OF KENNETH RD (Lat: 38.854842,  Lng: -94.616386),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 6,600 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,900 (year 2040),  Design Load: H 20,  Features Intersected: NEGRO CK,  Facility Carried by Structure: 151ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 37.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 52195046000036,  Location: 300' W OF US-69 (Lat: 38.883750,  Lng: -94.677525),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 42,300 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,100 (year 2040),  Design Load: H 20,  Features Intersected: TOMAHAWK CK,  Facility Carried by Structure: 135TH ST
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $73,000,  Total Project Cost: $91,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 52195046000037,  Location: 2400' W. of Metcalf (Lat: 38.891033,  Lng: -94.676431),  Route carried "on" structure: City street 1,  Year Built: 2008,  Status: Open,  Structure Length: 11.41m (37.43ft),  Average Daily Traffic: 9,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,800 (year 2040),  Features Intersected: US 69 HIGHWAY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 521950460000385,  Location: 50' W OF SWITZER RD (Lat: 38.829053,  Lng: -94.705542),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,800 (year 2040),  Design Load: HS 20,  Features Intersected: COFFEE CREEK TRIBUTARTY,  Facility Carried by Structure: 165TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 67.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 52195046000039,  Location: 1800' N OF 191ST ST (Lat: 38.786511,  Lng: -94.742133),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK BRANCH,  Facility Carried by Structure: PFLUMM RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $50,000,  Total Project Cost: $62,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 521950460000395,  Location: 1600' S OF 183RD ST. (Lat: 38.792692,  Lng: -94.742203),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: H 20,  Features Intersected: WOLF CREEK,  Facility Carried by Structure: PFLUMM RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 5219504600004,  Location: 1600 E OF QUIVIRA RD (Lat: 38.781800,  Lng: -94.718056),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK TRIB.,  Facility Carried by Structure: 191ST ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 69.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 521950460000405,  Location: 1000' W OF SWITZER (Lat: 38.781836,  Lng: -94.708008),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 700 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK TRIB.,  Facility Carried by Structure: 191ST ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 78.8 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 52195046000041,  Location: 1600' S OF 167TH ST. (Lat: 38.821561,  Lng: -94.705208),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,000 (year 2040),  Features Intersected: COFFEE CREEK,  Facility Carried by Structure: SWITZER RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.14m (10.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $160,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 521950460000412,  Location: 0.53 MI. N OF 119TH ST. (Lat: 38.920569,  Lng: -94.705231),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: SWITZER RD. SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 521950460000413,  Location: 0.53 MI. N OF 119TH ST. (Lat: 38.920553,  Lng: -94.705033),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 2,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: SWITZER RD. NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 521950460000415,  Location: 800' E. of Pflumm Rd. (Lat: 38.781833,  Lng: -94.739583),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CREEK TRIB.,  Facility Carried by Structure: 191ST ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.3m (20.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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: Febuary 2020,  Other Special Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 52195046000042,  Location: 1300' S OF 179TH ST (Lat: 38.800397,  Lng: -94.686336),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CK,  Facility Carried by Structure: ANTIOCH RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 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 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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 45.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 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: 521950460000425,  Location: 1500' W OF US 69 (Lat: 38.803569,  Lng: -94.681447),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 6,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20,  Features Intersected: WOLF CK,  Facility Carried by Structure: 179TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 83.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 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: 52195046000043,  Location: 2000' SW OF METCALF AVE (Lat: 38.817192,  Lng: -94.671675),  Route carried "on" structure: City street ,  Year Built: 1926,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 15 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 20 (year 2040),  Features Intersected: BIG BLUE RIVER TRIB,  Facility Carried by Structure: METCALF PL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 521950460000501,  Location: 2500' S OF 135TH ST (Lat: 38.876511,  Lng: -94.700578),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 6,700 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,100 (year 2040),  Design Load: HL 93,  Features Intersected: TOMAHAWK CK,  Facility Carried by Structure: SWITZER RD. SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.5 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: 49.2 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 521950460000502,  Location: 2500' S OF 135TH ST (Lat: 38.876511,  Lng: -94.700419),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.34m (14.24ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,200 (year 2040),  Design Load: HL 93,  Features Intersected: TOMAHAWK CK,  Facility Carried by Structure: SWITZER RD. NB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 50.2 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 corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 521950460000504,  Location: 0.2 mi. north of 95th St. (Lat: 38.959058,  Lng: -94.704961),  Route carried "on" structure: City street 2689,  Year Built: 2015,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 3,700 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,400 (year 2040),  Design Load: HL 93,  Features Intersected: INDIAN CK TRIB NO 5,  Facility Carried by Structure: SWITZER RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

Find on map >>   Show street view

Structure Number: 521950460000505,  Location: 0.1 MI W OF QUIVIRA RD (Lat: 38.880069,  Lng: -94.725561),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HL 93,  Features Intersected: TOMAHAWK CREEK TRIB,  Facility Carried by Structure: 137TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 52195046000A38,  Location: 1000' E OF QUIVIRA (Lat: 38.836278,  Lng: -94.720550),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HL 93,  Features Intersected: COFFEE CREEK TRIB.,  Facility Carried by Structure: 161ST TERRACE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Very 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: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 52195046000A45,  Location: 0.25 MI. E OF SWITZER (Lat: 38.833414,  Lng: -94.700789),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2040),  Design Load: HL 93,  Features Intersected: COFFEE CREEK TRIB.,  Facility Carried by Structure: 163RD ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 83.3 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: 64.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: October 2020

Find on map >>   Show street view

Structure Number: 999903500460371,  Location: 0.89 MI NE JOHNSON DR, SB (Lat: 39.033889,  Lng: -94.686389),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 61,722 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 73,835 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 45.293,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  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: 999903500460381,  Location: 0.88 MI NE JOHNSON DR, NB (Lat: 39.033889,  Lng: -94.686389),  Route carried "on" structure: Interstate 35,  Year Built: 1958,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 61,722 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 73,835 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 45.287,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 22.9m (75.1ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  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: 999903500460691,  Location: 0.02 MI N EL I35 WB RMP (Lat: 39.040000,  Lng: -94.675833),  Route carried "on" structure: Interstate 35,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 52,838 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 58,380 (year 2041),  Design Load: HS 20,  Features Intersected: TURKEY CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 46.465,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 109.1m (357.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 30.8 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.15m (7.05ft),  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: 999903500462611,  Location: 0.14 MI N JCT I35/I635 (Lat: 39.040556,  Lng: -94.675000),  Route carried "on" structure: Interstate 635,  Year Built: 1988,  Status: Open,  Structure Length: 10.67m (35.01ft),  Average Daily Traffic: 1,700 (year 2022),  Truck Traffic: 8%,  Design Load: HS 20+Mod,  Features Intersected: SB I35, BNSF RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 35.00m (114.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 999903500463241,  Location: 1.3 MI SW OF JO COLINE (Lat: 39.033611,  Lng: -94.687500),  Route carried "on" structure: Ramp State highway 30,  Year Built: 2000,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 4,870 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 78,953 (year 2041),  Design Load: HS 15,  Features Intersected: TURKEY CREEK,  Facility Carried by Structure: Antioch to SB I-35
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.130,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 18.35m (60.20ft),  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: 999903500463571,  Location: NB US 69 RAMP TO 75TH ST (Lat: 38.990833,  Lng: -94.699167),  Route carried "on" structure: Ramp State highway 26,  Year Built: 2010,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 14,390 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,266 (year 2041),  Design Load: HL 93,  Features Intersected: N TRIBUTARY OF TURKEY CR,  Facility Carried by Structure: NB I-35 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.141,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.3 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: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.53m (11.58ft),  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: 999903500463591,  Location: NB US 69 RAMP TO 75TH ST (Lat: 38.987222,  Lng: -94.702500),  Route carried "on" structure: Ramp State highway 26,  Year Built: 2010,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 14,390 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 83,266 (year 2041),  Design Load: HL 93,  Features Intersected: S TRIBUTARY OF TURKEY CR,  Facility Carried by Structure: NB I-35 RAMP
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 73.2 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: 56.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  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: 999906900460461,  Location: JCT US69ALT/I435, SB (Lat: 38.935000,  Lng: -94.705000),  Route carried "on" structure: US 69,  Year Built: 1965,  Status: Open,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 42,529 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 63,196 (year 2041),  Design Load: HS 20,  Features Intersected: I435 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.925,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 25.65m (84.15ft),  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: 999906900460871,  Location: 0.45 MI N MIAMI COLN, SB (Lat: 38.744722,  Lng: -94.676667),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,743 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,965 (year 2041),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.737,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.99m (49.18ft),  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: 999906900460881,  Location: 0.46 MI N MIAMI COLN, NB (Lat: 38.745000,  Lng: -94.676389),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 9,743 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,965 (year 2041),  Design Load: HS 20,  Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.761,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.99m (49.18ft),  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: 999906900460891,  Location: 1.01 MI N MIAMI COLN, SB (Lat: 38.752500,  Lng: -94.677500),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 9,743 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,965 (year 2041),  Design Load: HS 20,  Features Intersected: 207TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.616,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  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: 999906900460901,  Location: 1.00 MI N MIAMI COLN, NB (Lat: 38.752500,  Lng: -94.677222),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 9,743 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,965 (year 2041),  Design Load: HS 20,  Features Intersected: 207TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.616,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  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: 999906900460911,  Location: 2.01 MI N MIAMI COLN, SB (Lat: 38.767222,  Lng: -94.677778),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 9,743 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,965 (year 2041),  Design Load: HS 20,  Features Intersected: RS0347, 199TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.233,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  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: 999906900460921,  Location: 2.00 MI N MIAMI COLN, NB (Lat: 38.767222,  Lng: -94.677500),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 9,743 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 15,965 (year 2041),  Design Load: HS 20,  Features Intersected: RS0347, 199TH ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.233,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.30m (37.07ft),  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: 999906900460931,  Location: 3.01 MI N MIAMI COLN, SB (Lat: 38.781667,  Lng: -94.677500),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 12,427 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,363 (year 2041),  Design Load: HS 20,  Features Intersected: 191ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.851,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  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: 999906900460941,  Location: 3.02 MI N MIAMI COLN, NB (Lat: 38.781667,  Lng: -94.677222),  Route carried "on" structure: US 69,  Year Built: 1967,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 12,427 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 20,363 (year 2041),  Design Load: HS 20,  Features Intersected: 191ST ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.851,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  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