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

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Structure Number: 999907000890191,  Location: 0.47 MI E FAIRLAWN AVE (Lat: 39.064444,  Lng: -95.736389),  Route carried "on" structure: Interstate 70,  Year Built: 1956,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 29,645 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 45,811 (year 2041),  Design Load: H 20,  Features Intersected: DANBURY LANE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.778,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Culverts: Satisfactory,  Operating Rating: 41.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000890241,  Location: 1.28 MI E GAGE BLVD (Lat: 39.069167,  Lng: -95.701667),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 21,552 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,025 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WARD CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.937,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 87.3m (286.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000890251,  Location: 2.14 MI E GAGE BLVD (Lat: 39.065000,  Lng: -95.686667),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 21,552 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,025 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: QUINTON STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.316,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 33.0m (108.3ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Culverts: Satisfactory,  Operating Rating: 33.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000890261,  Location: 0.14 MI E TOPEKA AVE (Lat: 39.058056,  Lng: -95.674167),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Status: Posted for load-capacity,  Structure Length: 102.82m (337.34ft),  Average Daily Traffic: 17,722 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,334 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 8 STREETS, 3 RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.686,  Lanes on structure: 4,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Number Of Approach Spans: 34,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 337.31m (1106.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Preformed Fabric

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Structure Number: 999907000890271,  Location: 0.56 MI E TOPEKA AVE (Lat: 39.055000,  Lng: -95.668056),  Route carried "on" structure: Interstate 70,  Year Built: 1963,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 17,394 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 25,847 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 3RD STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.373,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 15.93m (52.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890281,  Location: 0.67 MI E TOPEKA AVE (Lat: 39.053333,  Lng: -95.668333),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 17,394 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 26,879 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 4TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 25.540,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 19.70m (64.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890291,  Location: 0.87 MI E TOPEKA AVE (Lat: 39.050556,  Lng: -95.669444),  Route carried "on" structure: City street 5290,  Year Built: 1963,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 6,789 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,926 (year 2041),  Design Load: HS 20,  Features Intersected: I70 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.204,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.30m (66.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890301,  Location: 1.08 MI E TOPEKA AVE (Lat: 39.047778,  Lng: -95.670556),  Route carried "on" structure: City street 5214,  Year Built: 1964,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 4,339 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,191 (year 2041),  Design Load: HS 20,  Features Intersected: I70 HWY, NL-SL,  Facility Carried by Structure: 8TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.880,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.5m (90.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 20.30m (66.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000890311,  Location: JCT 10TH ST/I70 (Lat: 39.044722,  Lng: -95.671667),  Route carried "on" structure: City street 5330,  Year Built: 1964,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 8,042 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,813 (year 2041),  Design Load: HS 20,  Features Intersected: I70 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.925,  Lanes on structure: 7,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 22.00m (72.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000890321,  Location: 0.17 MI SE 10TH ST, WB (Lat: 39.042222,  Lng: -95.670833),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.68m (35.04ft),  Average Daily Traffic: 20,761 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,082 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.825,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 35.03m (114.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890331,  Location: 0.18 MI SE 10TH ST, EB (Lat: 39.042222,  Lng: -95.671111),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.86m (35.63ft),  Average Daily Traffic: 20,761 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,082 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 26.821,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 35.63m (116.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890341,  Location: 0.41 MI SE 10TH ST, WB (Lat: 39.039722,  Lng: -95.668611),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 18.60m (61.02ft),  Average Daily Traffic: 20,761 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,082 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RR,ADAMS ST,SHUNG CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.174,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 61.03m (200.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890351,  Location: 0.42 MI SE 10TH ST, EB (Lat: 39.039722,  Lng: -95.668333),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 18.60m (61.02ft),  Average Daily Traffic: 20,761 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 32,082 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RR,ADAMS ST,SHUNG CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.175,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 61.03m (200.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890361,  Location: 0.67 MI SE 10TH ST, NL (Lat: 39.038056,  Lng: -95.664444),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 19,405 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 29,987 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: WASHINGTON ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.602,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.1m (108.6ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 34.9m (114.5ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890381,  Location: 0.89 MI SE 10TH ST (Lat: 39.036944,  Lng: -95.660278),  Route carried "on" structure: City street 5541,  Year Built: 1964,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,734 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,116 (year 2041),  Design Load: HS 20,  Features Intersected: I70 HWY, NL-SL,  Facility Carried by Structure: INDIANA ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.049,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.4 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 21.60m (70.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000890391,  Location: JCT CALIFORNIA AVE/I70 (Lat: 39.034722,  Lng: -95.650833),  Route carried "on" structure: City street 5561,  Year Built: 1964,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 11,209 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,677 (year 2041),  Design Load: HS 20,  Features Intersected: I70 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.411,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.4m (70.2ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 21.40m (70.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000890401,  Location: 0.37 MI E CALIFORNIA AVE (Lat: 39.034167,  Lng: -95.643889),  Route carried "on" structure: City street 5291,  Year Built: 1964,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 3,272 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,676 (year 2041),  Design Load: HS 20,  Features Intersected: I70 HWY, NL-SL,  Facility Carried by Structure: GOLDEN ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.520,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 20.70m (67.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000890411,  Location: I-70/DEER CREEK PKWY (Lat: 39.034167,  Lng: -95.637222),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 19,482 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,106 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DEER CR PKWY/CAR AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.011,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.70m (54.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000890431,  Location: 0.13 MI E US40 (Lat: 39.034167,  Lng: -95.634722),  Route carried "on" structure: Interstate 70,  Year Built: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,482 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 30,106 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 30.212,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 61.0m (200.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.40m (14.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000891773,  Location: 0.92 MI E TECUMSEH OVRP (Lat: 39.030000,  Lng: -95.570278),  Route carried "on" structure: Interstate 70,  Year Built: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 17,985 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 29,471 (year 2041),  Design Load: H 20,  Features Intersected: TECUMSEH CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 35.879,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 85.1m (279.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907000891901,  Location: JCT 6TH STREET/I-70 (Lat: 39.058056,  Lng: -95.745833),  Route carried "on" structure: City street 5290,  Year Built: 1993,  Status: Open,  Structure Length: 12.08m (39.63ft),  Average Daily Traffic: 2,467 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,666 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-70 HWY NL-SL,  Facility Carried by Structure: 6TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.444,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 39.63m (130.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000891911,  Location: JCT I-70 / FAIRLAWN RD (Lat: 39.060000,  Lng: -95.743056),  Route carried "on" structure: City street 5301,  Year Built: 1993,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 8,525 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 10,822 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I-70 HWY EB-WB,  Facility Carried by Structure: FAIRLAWN
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.700,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel 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: 17.1m (56.1ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000891921,  Location: JCT GAGE BLVD/I70 EB (Lat: 39.067500,  Lng: -95.724444),  Route carried "on" structure: Interstate 70,  Year Built: 1993,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 23,941 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 35,575 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GAGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.887,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 15.5m (50.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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 desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000891931,  Location: JCT GAGE BLVD/I70 WB (Lat: 39.067500,  Lng: -95.724444),  Route carried "on" structure: Interstate 70,  Year Built: 1993,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 23,941 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 36,996 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: GAGE BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.887,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000891941,  Location: 1.02 MI E GAGE BLVD (Lat: 39.070278,  Lng: -95.706111),  Route carried "on" structure: Interstate 70,  Year Built: 1993,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 21,552 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 32,025 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MACVICAR AVE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.539,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.47m (67.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892021,  Location: JCT WANAMAKER RD & I-70 (Lat: 39.053611,  Lng: -95.761667),  Route carried "on" structure: City street 5251,  Year Built: 1993,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 15,787 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,106 (year 2041),  Design Load: HS 20,  Features Intersected: I-70 HWY EB - WB,  Facility Carried by Structure: WANAMAKER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 10.874,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.15m (85.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892211,  Location: JCT K-4/I-70, EB (Lat: 39.050278,  Lng: -95.816944),  Route carried "on" structure: Interstate 70,  Year Built: 2002,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 12,648 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 18,071 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: K-4, AUBURN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.376,  Lanes on structure: 2,  Lanes under structure: 3,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 15.30m (50.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892221,  Location: JCT K-4/I-70, WB (Lat: 39.050278,  Lng: -95.816944),  Route carried "on" structure: Interstate 70,  Year Built: 1999,  Status: Open,  Structure Length: 4.68m (15.35ft),  Average Daily Traffic: 14,829 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,035 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: K-4, AUBURN RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 11.375,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.34m (50.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892491,  Location: JCT RICE RD/I70 (Lat: 39.034167,  Lng: -95.623056),  Route carried "on" structure: City street 5293,  Year Built: 2001,  Status: Open,  Structure Length: 8.55m (28.05ft),  Average Daily Traffic: 1,941 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,588 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 HWY,  Facility Carried by Structure: RICE ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.525,  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 28.05m (92.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892501,  Location: JCT CROCO RD/I70 (Lat: 39.035000,  Lng: -95.613611),  Route carried "on" structure: County highway 5651,  Year Built: 2001,  Status: Open,  Structure Length: 20.96m (68.77ft),  Average Daily Traffic: 9,678 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,693 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 & RAMPS,  Facility Carried by Structure: CROCO ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.406,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 68.75m (225.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892541,  Location: 0.29 MI E CROCO RD (Lat: 39.035000,  Lng: -95.608333),  Route carried "on" structure: Ramp US 40,  Year Built: 2001,  Status: Open,  Structure Length: 18.33m (60.14ft),  Average Daily Traffic: 2,500 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 25,961 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 HWY,  Facility Carried by Structure: RAMP I70 TO K4
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 32.538,  Lanes on structure: 1,  Lanes under structure: 5,  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: 4,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 60.15m (197.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892561,  Location: 0.04 M N JCT I70/U40 (Lat: 39.035278,  Lng: -95.606389),  Route carried "on" structure: Ramp State highway 30,  Year Built: 2001,  Status: Open,  Structure Length: 30.51m (100.10ft),  Average Daily Traffic: 1,655 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,961 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: EB K4/ I-70 RAMP,  Facility Carried by Structure: RAMP K4W TO I-70E
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.605,  Lanes on structure: 1,  Lanes under structure: 11,  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: 8,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 100.09m (328.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907000892573,  Location: 4.95 MI W DOUGLAS COLN (Lat: 39.032500,  Lng: -95.593056),  Route carried "on" structure: Interstate 70,  Year Built: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 15,217 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,515 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: STINSON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.840,  Lanes on structure: 9,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 131.0m (429.8ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 131.0m (429.8ft),  Out-to-Out Width: 221.9m (728.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000892583,  Location: JCT EB I70/WB I470 (Lat: 39.031389,  Lng: -95.589444),  Route carried "on" structure: Interstate 70,  Year Built: 2002,  Status: Open,  Structure Length: 11.08m (36.35ft),  Average Daily Traffic: 15,217 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,515 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-470 HWY, SB
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.207,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 36.35m (119.26ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000892593,  Location: TECUMSEH RD/WB I70 & I470 (Lat: 39.031111,  Lng: -95.585556),  Route carried "on" structure: County highway 5221,  Year Built: 2002,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 610 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 822 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: NL I-70 AND NL I-470,  Facility Carried by Structure: TECUMSEH ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.701,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 28.80m (94.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907000892603,  Location: TECUMSEH RD / EB 70&470 (Lat: 39.031111,  Lng: -95.585556),  Route carried "on" structure: County highway 5221,  Year Built: 2002,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 610 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 822 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-70 EB AND I-470 EB,  Facility Carried by Structure: TECUMSEH ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.581,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.90m (88.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907500891011,  Location: 0.50 MI N EJCT I70/US75 (Lat: 39.071111,  Lng: -95.730833),  Route carried "on" structure: US 75,  Year Built: 1955,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 53.67m (176.08ft),  Average Daily Traffic: 23,638 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,115 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: KANSAS RIVER, UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.456,  Lanes on 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: 12,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 175.36m (575.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999907500891541,  Location: 0.50 MI N E-JCT US75-I70 (Lat: 39.071111,  Lng: -95.731389),  Route carried "on" structure: US 75,  Year Built: 1977,  Status: Posted for load-capacity,  Structure Length: 53.77m (176.41ft),  Average Daily Traffic: 23,638 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 33,115 (year 2041),  Design Load: HS 20,  Features Intersected: KANSAS RIVER, UP RR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.481,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 176.40m (578.74ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: June 2020,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999907500891551,  Location: 0.79 MI N-E JCT US75/I70 (Lat: 39.080833,  Lng: -95.730556),  Route carried "on" structure: US 75,  Year Built: 1978,  Status: Open,  Structure Length: 6.54m (21.46ft),  Average Daily Traffic: 20,759 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,082 (year 2041),  Design Load: HS 20,  Features Intersected: LOWER SILVER LAKE ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 29.494,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.47m (70.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907500891561,  Location: 0.33 M N LWR SILV LK RD (Lat: 39.085000,  Lng: -95.730278),  Route carried "on" structure: US 75,  Year Built: 1978,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 20,759 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,082 (year 2041),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 29.961,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.40m (50.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete