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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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