Bridge Statistics for Kansas City, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 415Number of bridges
- 12,805ft / 3,903mTotal length
- $6,958,000Total costs
- 5,618,230Total average daily traffic
- 657,012Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kansas City
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 21920-1929
- 271930-1939
- 101940-1949
- 581950-1959
- 471960-1969
- 711970-1979
- 911980-1989
- 451990-1999
- 522000-2009
- 92010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 21940-1949
- 11950-1959
- 91960-1969
- 11970-1979
- 231980-1989
- 111990-1999
- 142000-2009
- 62010-2019
- 22020-2022
- Bridge Condition - Deck
- 8.9%Very good
- 67.5%Good
- 16.3%Satisfactory
- 5.7%Fair
- 1.6%Poor
- Bridge Condition - Superstructure
- 25.2%Very good
- 51.6%Good
- 17.5%Satisfactory
- 4.5%Fair
- 1.2%Poor
- Bridge Condition - Substructure
- 21.1%Very good
- 58.9%Good
- 13.0%Satisfactory
- 6.1%Fair
- 0.8%Poor
- Bridge Condition - Channel
- 8.7%Very good
- 39.5%Good
- 45.9%Satisfactory
- 4.1%Fair
- 0.6%Poor
- 1.2%Serious
- Bridge Condition - Culverts
- 3.3%Very good
- 59.3%Good
- 30.8%Satisfactory
- 5.5%Fair
- 1.1%Poor
Find on map >> Show street view
Structure Number: 999907001050251, Location: 0.22 MILES E US-169 (Lat: 39.096667, Lng: -94.623889), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,819 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 13,756 (year 2041), Design Load: H 20, Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.579, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 96.0m (315.0ft)
Condition: Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907001050251, Location: 0.22 MILES E US-169 (Lat: 39.096667, Lng: -94.623889), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,819 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 13,756 (year 2041), Design Load: H 20, Features Intersected: UP RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.579, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 96.0m (315.0ft)
Condition: Culverts: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999907001050261, Location: 0.39 MILES E US-169 (Lat: 39.099167, Lng: -94.622778), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,819 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 13,756 (year 2041), Design Load: H 20, Features Intersected: PACIFIC AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.854, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.8m (107.6ft)
Condition: Culverts: Good, Operating Rating: 43.3 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907001050261, Location: 0.39 MILES E US-169 (Lat: 39.099167, Lng: -94.622778), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 9,819 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 13,756 (year 2041), Design Load: H 20, Features Intersected: PACIFIC AVENUE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.854, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 32.8m (107.6ft)
Condition: Culverts: Good, Operating Rating: 43.3 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999907001050271, Location: CENTRAL AVE/I70 E JCT (Lat: 39.102500, Lng: -94.621389), Route carried "on" structure: City street 2574, Year Built: 1959, Status: Open, Structure Length: 23.47m (77.00ft), Average Daily Traffic: 2,413 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,974 (year 2041), Design Load: H 20, Features Intersected: 70 ,RR YARD, KANSAS RIV, Facility Carried by Structure: K-32 CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.444, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 15, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 77.00m (252.62ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907001050271, Location: CENTRAL AVE/I70 E JCT (Lat: 39.102500, Lng: -94.621389), Route carried "on" structure: City street 2574, Year Built: 1959, Status: Open, Structure Length: 23.47m (77.00ft), Average Daily Traffic: 2,413 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,974 (year 2041), Design Load: H 20, Features Intersected: 70 ,RR YARD, KANSAS RIV, Facility Carried by Structure: K-32 CENTRAL AVE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.444, Lanes on structure: 6, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 15, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 77.00m (252.62ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: March 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: 999907001050291, Location: 0.60 MILES W MO ST LINE (Lat: 39.113611, Lng: -94.616389), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 13.57m (44.52ft), Average Daily Traffic: 7,201 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 10,088 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR, 3 CITY STREETS
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.612, Lanes on structure: 1, Lanes under structure: 5, 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: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 44.52m (146.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907001050291, Location: 0.60 MILES W MO ST LINE (Lat: 39.113611, Lng: -94.616389), Route carried "on" structure: Interstate 70, Year Built: 1959, Status: Open, Structure Length: 13.57m (44.52ft), Average Daily Traffic: 7,201 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 10,088 (year 2041), Design Load: HS 20+Mod, Features Intersected: UP RR, 3 CITY STREETS
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.612, Lanes on structure: 1, Lanes under structure: 5, 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: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 44.52m (146.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999907001050311, Location: 0.34 MILES W MO ST LINE (Lat: 39.113056, Lng: -94.615000), Route carried "on" structure: Interstate 70, Year Built: 1907, Year Reconstructed: 1972, Status: Posted for load-capacity, Structure Length: 114.29m (374.97ft), Average Daily Traffic: 6,640 (year 2020), Truck Traffic: 47%, Average Future Daily Traffic: 9,302 (year 2041), Design Load: HS 20+Mod, Features Intersected: KANSAS RIVER,3 RR,5 ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.146, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 8.8m (28.9ft), Horizontal Clearance: 85.9m (281.8ft)), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 434.29m (1424.84ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907001050311, Location: 0.34 MILES W MO ST LINE (Lat: 39.113056, Lng: -94.615000), Route carried "on" structure: Interstate 70, Year Built: 1907, Year Reconstructed: 1972, Status: Posted for load-capacity, Structure Length: 114.29m (374.97ft), Average Daily Traffic: 6,640 (year 2020), Truck Traffic: 47%, Average Future Daily Traffic: 9,302 (year 2041), Design Load: HS 20+Mod, Features Intersected: KANSAS RIVER,3 RR,5 ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.146, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 8.8m (28.9ft), Horizontal Clearance: 85.9m (281.8ft)), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 6, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 434.29m (1424.84ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999907001050961, Location: 0.38 MI E I70/I635 JCT (Lat: 39.101111, Lng: -94.670833), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 25.22m (82.74ft), Average Daily Traffic: 39,605 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50,276 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLD K32, LOCAL RD, KAW
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 21.055, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 82.75m (271.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907001050961, Location: 0.38 MI E I70/I635 JCT (Lat: 39.101111, Lng: -94.670833), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 25.22m (82.74ft), Average Daily Traffic: 39,605 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50,276 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLD K32, LOCAL RD, KAW
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 21.055, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 82.75m (271.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999907001051273, Location: 1.61 MILES E TURNER DIAG (Lat: 39.105278, Lng: -94.709722), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 20.84m (68.37ft), Average Daily Traffic: 36,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 45,764 (year 2041), Design Load: H 20, Features Intersected: 57TH&BRENNER HGTS CR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.572, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 68.36m (224.28ft), 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
Structure Number: 999907001051273, Location: 1.61 MILES E TURNER DIAG (Lat: 39.105278, Lng: -94.709722), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 20.84m (68.37ft), Average Daily Traffic: 36,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 45,764 (year 2041), Design Load: H 20, Features Intersected: 57TH&BRENNER HGTS CR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.572, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 68.36m (224.28ft), 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: 999907001051283, Location: 1.62 MILES E TURNER DIAG (Lat: 39.105000, Lng: -94.709722), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 20.84m (68.37ft), Average Daily Traffic: 36,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 45,764 (year 2041), Design Load: H 20, Features Intersected: 57TH&BRENNER HGTS CR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.574, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 68.36m (224.28ft), 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
Structure Number: 999907001051283, Location: 1.62 MILES E TURNER DIAG (Lat: 39.105000, Lng: -94.709722), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 1987, Status: Open, Structure Length: 20.84m (68.37ft), Average Daily Traffic: 36,051 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 45,764 (year 2041), Design Load: H 20, Features Intersected: 57TH&BRENNER HGTS CR
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.574, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 68.36m (224.28ft), 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: 999907001051583, Location: 0.45 MILES W I-635 SB (Lat: 39.105278, Lng: -94.687500), Route carried "on" structure: Interstate 70, Year Built: 1971, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 43,813 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 55,618 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCK QUARRY ACCESS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.415, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999907001051583, Location: 0.45 MILES W I-635 SB (Lat: 39.105278, Lng: -94.687500), Route carried "on" structure: Interstate 70, Year Built: 1971, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 43,813 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 55,618 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCK QUARRY ACCESS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.415, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft)
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: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 999907001051643, Location: 0.10 MILES S I-70 (Lat: 39.093889, Lng: -94.648611), Route carried "on" structure: Ramp US 69, Year Built: 1956, Year Reconstructed: 1966, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 55,157 (year 2041), Design Load: HS 20, Features Intersected: UP RY YARDS & LOCAL ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.585, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 27.20m (89.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907001051643, Location: 0.10 MILES S I-70 (Lat: 39.093889, Lng: -94.648611), Route carried "on" structure: Ramp US 69, Year Built: 1956, Year Reconstructed: 1966, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 5,900 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 55,157 (year 2041), Design Load: HS 20, Features Intersected: UP RY YARDS & LOCAL ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.585, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.5m (34.4ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 27.20m (89.24ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999907001051671, Location: 0.38 MI E I70/I635 JCT (Lat: 39.100833, Lng: -94.671111), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 25.23m (82.78ft), Average Daily Traffic: 39,605 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50,276 (year 2041), Design Load: HS 20+Mod, Features Intersected: PARK DR, RR SERVICE RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.973, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 82.78m (271.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907001051671, Location: 0.38 MI E I70/I635 JCT (Lat: 39.100833, Lng: -94.671111), Route carried "on" structure: Interstate 70, Year Built: 1956, Year Reconstructed: 2015, Status: Open, Structure Length: 25.23m (82.78ft), Average Daily Traffic: 39,605 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 50,276 (year 2041), Design Load: HS 20+Mod, Features Intersected: PARK DR, RR SERVICE RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.973, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 82.78m (271.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 999907001051723, Location: 0.44 MILES W I-635 SB (Lat: 39.105000, Lng: -94.687500), Route carried "on" structure: Interstate 70, Year Built: 1971, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 43,813 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 55,618 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCK QUARRY ACCESS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.412, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.25m (53.31ft), 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
Structure Number: 999907001051723, Location: 0.44 MILES W I-635 SB (Lat: 39.105000, Lng: -94.687500), Route carried "on" structure: Interstate 70, Year Built: 1971, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 43,813 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 55,618 (year 2041), Design Load: HS 20+Mod, Features Intersected: ROCK QUARRY ACCESS ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.412, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.25m (53.31ft), 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: 999907001051731, Location: 0.49 MILES W MO ST LINE (Lat: 39.115278, Lng: -94.615278), Route carried "on" structure: Ramp State highway 27, Year Built: 1962, Status: Posted for load-capacity, Structure Length: 50.72m (166.40ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,787 (year 2041), Design Load: HS 20+Mod, Features Intersected: 7 UP R.R TRACKS, Facility Carried by Structure: WB I70-NBND FAIRFX
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.407, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 17, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 191.34m (627.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 999907001051731, Location: 0.49 MILES W MO ST LINE (Lat: 39.115278, Lng: -94.615278), Route carried "on" structure: Ramp State highway 27, Year Built: 1962, Status: Posted for load-capacity, Structure Length: 50.72m (166.40ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,787 (year 2041), Design Load: HS 20+Mod, Features Intersected: 7 UP R.R TRACKS, Facility Carried by Structure: WB I70-NBND FAIRFX
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.407, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 17, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 191.34m (627.76ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 999907001051741, Location: 0.57 MILES W MO ST LINE (Lat: 39.115833, Lng: -94.614444), Route carried "on" structure: Ramp State highway 27, Year Built: 1959, Status: Posted for load-capacity, Structure Length: 43.96m (144.23ft), Average Daily Traffic: 5,455 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,787 (year 2041), Design Load: HS 20+Mod, Features Intersected: 6 STREETS & 4 RR TRACKS, Facility Carried by Structure: SB FAIRFAX TO70EB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.343, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 18, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.6 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 144.22m (473.16ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907001051741, Location: 0.57 MILES W MO ST LINE (Lat: 39.115833, Lng: -94.614444), Route carried "on" structure: Ramp State highway 27, Year Built: 1959, Status: Posted for load-capacity, Structure Length: 43.96m (144.23ft), Average Daily Traffic: 5,455 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,787 (year 2041), Design Load: HS 20+Mod, Features Intersected: 6 STREETS & 4 RR TRACKS, Facility Carried by Structure: SB FAIRFAX TO70EB
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.343, Lanes on structure: 1, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 18, Length of Maximum Span: 41.9m (137.5ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.6 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: 20.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 144.22m (473.16ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature 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: 999907001051771, Location: 0.56 MILES W MO ST LINE (Lat: 39.113889, Lng: -94.616667), Route carried "on" structure: Interstate 70, Year Built: 1962, Status: Open, Structure Length: 18.86m (61.88ft), Average Daily Traffic: 7,201 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 10,088 (year 2041), Design Load: HS 20+Mod, Features Intersected: US-24 EB,UPRR, & 3 RAMPS
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.642, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 61.87m (202.99ft), 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
Structure Number: 999907001051771, Location: 0.56 MILES W MO ST LINE (Lat: 39.113889, Lng: -94.616667), Route carried "on" structure: Interstate 70, Year Built: 1962, Status: Open, Structure Length: 18.86m (61.88ft), Average Daily Traffic: 7,201 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 10,088 (year 2041), Design Load: HS 20+Mod, Features Intersected: US-24 EB,UPRR, & 3 RAMPS
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.642, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 61.87m (202.99ft), 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: 999907001051883, Location: 0.11 MI E OLD K32 W JCT (Lat: 39.101944, Lng: -94.669444), Route carried "on" structure: Ramp State highway 44, Year Built: 1976, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 1,855 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 53,761 (year 2041), Design Load: H 20, Features Intersected: PARK RD, RR SERVICE RD, Facility Carried by Structure: I70 WB OLD K-32 RP
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.25m (66.44ft), 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
Structure Number: 999907001051883, Location: 0.11 MI E OLD K32 W JCT (Lat: 39.101944, Lng: -94.669444), Route carried "on" structure: Ramp State highway 44, Year Built: 1976, Status: Open, Structure Length: 6.17m (20.24ft), Average Daily Traffic: 1,855 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 53,761 (year 2041), Design Load: H 20, Features Intersected: PARK RD, RR SERVICE RD, Facility Carried by Structure: I70 WB OLD K-32 RP
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.25m (66.44ft), 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: 999907001051893, Location: 0.10 MI E OLD K32 W JCT (Lat: 39.100000, Lng: -94.671389), Route carried "on" structure: Ramp State highway 44, Year Built: 1976, Year Reconstructed: 2006, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 2,480 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 53,761 (year 2041), Design Load: HS 20+Mod, Features Intersected: PARK DR, RR SERVICE RD, Facility Carried by Structure: I70 EB OLD K-32
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.117, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 51.20m (167.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001051893, Location: 0.10 MI E OLD K32 W JCT (Lat: 39.100000, Lng: -94.671389), Route carried "on" structure: Ramp State highway 44, Year Built: 1976, Year Reconstructed: 2006, Status: Open, Structure Length: 15.61m (51.21ft), Average Daily Traffic: 2,480 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 53,761 (year 2041), Design Load: HS 20+Mod, Features Intersected: PARK DR, RR SERVICE RD, Facility Carried by Structure: I70 EB OLD K-32
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.117, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 51.20m (167.98ft), 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: 999907001052083, Location: 0.26 MI SE JCT I-70/I-435 (Lat: 39.104722, Lng: -94.806944), Route carried "on" structure: Ramp State highway 31, Year Built: 1983, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 20,015 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 47,450 (year 2041), Design Load: HS 20, Features Intersected: 98TH ST, Facility Carried by Structure: RP I-435 TO I-70 E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.669, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), 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
Structure Number: 999907001052083, Location: 0.26 MI SE JCT I-70/I-435 (Lat: 39.104722, Lng: -94.806944), Route carried "on" structure: Ramp State highway 31, Year Built: 1983, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 20,015 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 47,450 (year 2041), Design Load: HS 20, Features Intersected: 98TH ST, Facility Carried by Structure: RP I-435 TO I-70 E
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.669, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.15m (49.70ft), 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: 999907001052093, Location: 0.22 MI. E JCT I-435 I-70 (Lat: 39.106111, Lng: -94.806944), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 44,374 (year 2041), Design Load: HS 20+Mod, Features Intersected: 98TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.067, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.85m (48.72ft), 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
Structure Number: 999907001052093, Location: 0.22 MI. E JCT I-435 I-70 (Lat: 39.106111, Lng: -94.806944), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 44,374 (year 2041), Design Load: HS 20+Mod, Features Intersected: 98TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.067, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.85m (48.72ft), 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: 999907001052103, Location: 0.22 MI. E JCT I-435 I-70 (Lat: 39.106111, Lng: -94.806944), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 44,374 (year 2041), Design Load: HS 20+Mod, Features Intersected: 98TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.065, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.85m (48.72ft), 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
Structure Number: 999907001052103, Location: 0.22 MI. E JCT I-435 I-70 (Lat: 39.106111, Lng: -94.806944), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 44,374 (year 2041), Design Load: HS 20+Mod, Features Intersected: 98TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.065, 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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.85m (48.72ft), 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: 999907001052113, Location: 0.20 MI. W JCT I-435 I-70 (Lat: 39.106389, Lng: -94.815000), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 47,040 (year 2041), Design Load: HS 20+Mod, Features Intersected: RPS TO EB I-70, SB I-435
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.377, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.35m (129.10ft), 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
Structure Number: 999907001052113, Location: 0.20 MI. W JCT I-435 I-70 (Lat: 39.106389, Lng: -94.815000), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 47,040 (year 2041), Design Load: HS 20+Mod, Features Intersected: RPS TO EB I-70, SB I-435
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.377, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.35m (129.10ft), 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: 999907001052123, Location: 0.22 MI. W JCT I-435 I-70 (Lat: 39.106667, Lng: -94.815000), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 44,374 (year 2041), Design Load: HS 20+Mod, Features Intersected: RPS TO EB I-70, SB I-435
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.377, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.35m (129.10ft), 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
Structure Number: 999907001052123, Location: 0.22 MI. W JCT I-435 I-70 (Lat: 39.106667, Lng: -94.815000), Route carried "on" structure: Interstate 70, Year Built: 1981, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 26,045 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 44,374 (year 2041), Design Load: HS 20+Mod, Features Intersected: RPS TO EB I-70, SB I-435
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.377, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 39.35m (129.10ft), 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: 999907001052153, Location: O.23 MI. NE JCT I-70I-435 (Lat: 39.106944, Lng: -94.806944), Route carried "on" structure: Ramp State highway 31, Year Built: 1982, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 11,565 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 47,450 (year 2041), Design Load: HS 20+Mod, Features Intersected: 98TH ST, Facility Carried by Structure: I70WB TO NB435
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.251, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.28m (63.25ft), 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
Structure Number: 999907001052153, Location: O.23 MI. NE JCT I-70I-435 (Lat: 39.106944, Lng: -94.806944), Route carried "on" structure: Ramp State highway 31, Year Built: 1982, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 11,565 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 47,450 (year 2041), Design Load: HS 20+Mod, Features Intersected: 98TH ST, Facility Carried by Structure: I70WB TO NB435
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.251, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.28m (63.25ft), 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: 999907001052163, Location: 0.22 MI. W JCT I-435 I-70 (Lat: 39.107778, Lng: -94.815000), Route carried "on" structure: Ramp State highway 31, Year Built: 1981, Year Reconstructed: 2019, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 11,635 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 63,341 (year 2041), Design Load: HS 20, Features Intersected: RMP TO I-70 EB, I-435 SB, Facility Carried by Structure: SB I435 TO WB I70
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.55m (73.98ft), 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
Structure Number: 999907001052163, Location: 0.22 MI. W JCT I-435 I-70 (Lat: 39.107778, Lng: -94.815000), Route carried "on" structure: Ramp State highway 31, Year Built: 1981, Year Reconstructed: 2019, Status: Open, Structure Length: 6.87m (22.54ft), Average Daily Traffic: 11,635 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 63,341 (year 2041), Design Load: HS 20, Features Intersected: RMP TO I-70 EB, I-435 SB, Facility Carried by Structure: SB I435 TO WB I70
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.55m (73.98ft), 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: 999907001052383, Location: I-70 / US-69 W JCT (Lat: 39.096111, Lng: -94.649167), Route carried "on" structure: Interstate 70, Year Built: 1980, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 39,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 51,582 (year 2041), Design Load: HS 20+Mod, Features Intersected: 69 SB HWY (18TH STREET)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 23.020, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.67m (74.38ft), 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
Structure Number: 999907001052383, Location: I-70 / US-69 W JCT (Lat: 39.096111, Lng: -94.649167), Route carried "on" structure: Interstate 70, Year Built: 1980, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 39,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 51,582 (year 2041), Design Load: HS 20+Mod, Features Intersected: 69 SB HWY (18TH STREET)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 23.020, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.67m (74.38ft), 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: 999907001052393, Location: I-70 / US-69 W JCT (Lat: 39.095833, Lng: -94.649167), Route carried "on" structure: Interstate 70, Year Built: 1980, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 39,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 51,582 (year 2041), Design Load: HS 20+Mod, Features Intersected: 69 SB HWY (18TH STREET)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.954, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.66m (74.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907001052393, Location: I-70 / US-69 W JCT (Lat: 39.095833, Lng: -94.649167), Route carried "on" structure: Interstate 70, Year Built: 1980, Status: Open, Structure Length: 6.91m (22.67ft), Average Daily Traffic: 39,839 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 51,582 (year 2041), Design Load: HS 20+Mod, Features Intersected: 69 SB HWY (18TH STREET)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.954, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 23.7m (77.8ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.66m (74.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999907001052501, Location: 1.07 MI E US69 (Lat: 39.091667, Lng: -94.630556), Route carried "on" structure: ServiceCity street 845, Year Built: 1990, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 48,888 (year 2041), Design Load: HS 20, Features Intersected: I70 &I670 HWYS, Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.370, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.5m (106.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 25.73m (84.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052501, Location: 1.07 MI E US69 (Lat: 39.091667, Lng: -94.630556), Route carried "on" structure: ServiceCity street 845, Year Built: 1990, Status: Open, Structure Length: 7.84m (25.72ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 48,888 (year 2041), Design Load: HS 20, Features Intersected: I70 &I670 HWYS, Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.370, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.5m (106.6ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 25.73m (84.42ft), 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: 999907001052553, Location: 2.71 MI E I435, WB (Lat: 39.105000, Lng: -94.760556), Route carried "on" structure: Interstate 70, Year Built: 1984, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 44,610 (year 2041), Design Load: HS 20+Mod, Features Intersected: 78TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.105, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.30m (60.04ft), 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
Structure Number: 999907001052553, Location: 2.71 MI E I435, WB (Lat: 39.105000, Lng: -94.760556), Route carried "on" structure: Interstate 70, Year Built: 1984, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 44,610 (year 2041), Design Load: HS 20+Mod, Features Intersected: 78TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.105, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.30m (60.04ft), 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: 999907001052563, Location: 2.70 MI E I435, EB (Lat: 39.104722, Lng: -94.760556), Route carried "on" structure: Interstate 70, Year Built: 1984, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 44,610 (year 2041), Design Load: HS 20+Mod, Features Intersected: 78TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.106, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.30m (60.04ft), 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
Structure Number: 999907001052563, Location: 2.70 MI E I435, EB (Lat: 39.104722, Lng: -94.760556), Route carried "on" structure: Interstate 70, Year Built: 1984, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 44,610 (year 2041), Design Load: HS 20+Mod, Features Intersected: 78TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.106, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.30m (60.04ft), 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: 999907001052571, Location: 3.51 MI E I435 (Lat: 39.106111, Lng: -94.745556), Route carried "on" structure: City street 2637, Year Built: 1982, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 3,908 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,196 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY (KTA), NL-SL, Facility Carried by Structure: LOCAL RD (72ND ST)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.074, Lanes on structure: 2, Lanes under structure: 8, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 28.30m (92.85ft), 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
Structure Number: 999907001052571, Location: 3.51 MI E I435 (Lat: 39.106111, Lng: -94.745556), Route carried "on" structure: City street 2637, Year Built: 1982, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 3,908 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,196 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY (KTA), NL-SL, Facility Carried by Structure: LOCAL RD (72ND ST)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.074, Lanes on structure: 2, Lanes under structure: 8, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), 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: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 28.30m (92.85ft), 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: 999907001052661, Location: 1.09 MI E TURNER DIAG (Lat: 39.105278, Lng: -94.719167), Route carried "on" structure: ServiceCity street 259, Year Built: 1985, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 48,937 (year 2041), Design Load: HS 20, Features Intersected: I70 NL-SL, Facility Carried by Structure: 61ST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), 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: 66.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 26.50m (86.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052661, Location: 1.09 MI E TURNER DIAG (Lat: 39.105278, Lng: -94.719167), Route carried "on" structure: ServiceCity street 259, Year Built: 1985, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 528 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 48,937 (year 2041), Design Load: HS 20, Features Intersected: I70 NL-SL, Facility Carried by Structure: 61ST ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), 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: 66.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 26.50m (86.94ft), 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: 999907001052683, Location: 1.63 MI E US40 ON RAMP C (Lat: 39.105833, Lng: -94.708889), Route carried "on" structure: Ramp State highway 20, Year Built: 1986, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,660 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 48,937 (year 2041), Design Load: HS 20, Features Intersected: BRENNER HEIGHTS CREEK, Facility Carried by Structure: WB I70 TO 57TH RP
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052683, Location: 1.63 MI E US40 ON RAMP C (Lat: 39.105833, Lng: -94.708889), Route carried "on" structure: Ramp State highway 20, Year Built: 1986, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 7,660 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 48,937 (year 2041), Design Load: HS 20, Features Intersected: BRENNER HEIGHTS CREEK, Facility Carried by Structure: WB I70 TO 57TH RP
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.423, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 19.20m (62.99ft), 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: 999907001052691, Location: 1.64 MI E TURNER DIAG (Lat: 39.104722, Lng: -94.708333), Route carried "on" structure: Ramp State highway 20, Year Built: 1986, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 7,220 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 48,937 (year 2041), Design Load: HS 20, Features Intersected: BRENNER HEIGHTS CREEK, Facility Carried by Structure: RP D 57TH TO EB 70
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.092, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.53m (80.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052691, Location: 1.64 MI E TURNER DIAG (Lat: 39.104722, Lng: -94.708333), Route carried "on" structure: Ramp State highway 20, Year Built: 1986, Status: Open, Structure Length: 7.48m (24.54ft), Average Daily Traffic: 7,220 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 48,937 (year 2041), Design Load: HS 20, Features Intersected: BRENNER HEIGHTS CREEK, Facility Carried by Structure: RP D 57TH TO EB 70
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.092, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.53m (80.48ft), 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: 999907001052701, Location: 0.71 MI E I435 (Lat: 39.105556, Lng: -94.797500), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 44,610 (year 2041), Design Load: HS 20+Mod, Features Intersected: 94TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.878, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.31m (50.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052701, Location: 0.71 MI E I435 (Lat: 39.105556, Lng: -94.797500), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 44,610 (year 2041), Design Load: HS 20+Mod, Features Intersected: 94TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.878, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.31m (50.23ft), 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: 999907001052711, Location: 0.70 MI E I435 (Lat: 39.105556, Lng: -94.797500), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 54,253 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD (94TH ST)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.877, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.31m (50.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052711, Location: 0.70 MI E I435 (Lat: 39.105556, Lng: -94.797500), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 31,843 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 54,253 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD (94TH ST)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.877, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Toll Authority, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 20.0m (65.6ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 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: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.31m (50.23ft), 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: 999907001052721, Location: 1.72 MI E I435 (Lat: 39.104722, Lng: -94.778889), Route carried "on" structure: City street 2635, Year Built: 1986, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 1,238 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,804 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: 86TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.519, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, 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: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 25.90m (84.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052721, Location: 1.72 MI E I435 (Lat: 39.104722, Lng: -94.778889), Route carried "on" structure: City street 2635, Year Built: 1986, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 1,238 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,804 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: 86TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.519, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, 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: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 25.90m (84.97ft), 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: 999907001052731, Location: I70 & TURNER DIAGONAL SB (Lat: 39.106111, Lng: -94.738889), Route carried "on" structure: City street 2501, Year Built: 1988, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 3,871 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,914 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY, Facility Carried by Structure: K132 HWY SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.036, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.41m (89.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052731, Location: I70 & TURNER DIAGONAL SB (Lat: 39.106111, Lng: -94.738889), Route carried "on" structure: City street 2501, Year Built: 1988, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 3,871 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,914 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY, Facility Carried by Structure: K132 HWY SB
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.036, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.41m (89.93ft), 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: 999907001052741, Location: Turner Diag NB & I-70 (Lat: 39.106111, Lng: -94.739167), Route carried "on" structure: City street 2501, Year Built: 1988, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 3,871 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,914 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY NL-NB, Facility Carried by Structure: TURNER DIAG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.018, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.41m (89.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052741, Location: Turner Diag NB & I-70 (Lat: 39.106111, Lng: -94.739167), Route carried "on" structure: City street 2501, Year Built: 1988, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 3,871 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,914 (year 2041), Design Load: HS 20, Features Intersected: I70 HWY NL-NB, Facility Carried by Structure: TURNER DIAG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.018, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.41m (89.93ft), 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: 999907001052761, Location: 0.58 MI E TURNER DIAG. (Lat: 39.105833, Lng: -94.728333), Route carried "on" structure: City street 2640, Year Built: 1988, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,791 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,834 (year 2041), Design Load: HS 20, Features Intersected: I-70 WB-EB, Facility Carried by Structure: 65TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.527, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 26.50m (86.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907001052761, Location: 0.58 MI E TURNER DIAG. (Lat: 39.105833, Lng: -94.728333), Route carried "on" structure: City street 2640, Year Built: 1988, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 2,791 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,834 (year 2041), Design Load: HS 20, Features Intersected: I-70 WB-EB, Facility Carried by Structure: 65TH ST
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.527, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 26.50m (86.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing