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

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Structure Number: 19025,  Location: 1.0W 8.9N OF MCCUNE (Lat: 37.484089,  Lng: -95.033464),  Route carried "on" structure: County highway 171,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 82 (year 2013),  Average Future Daily Traffic: 98 (year 2039),  Features Intersected: TRIB. TO HICKORY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 36005,  Location: 9.0W 14.9N OF TRIBUNE (Lat: 38.682556,  Lng: -101.919972),  Route carried "on" structure: County highway 288,  Year Built: 1934,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 20 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 25 (year 2041),  Design Load: HS 20,  Features Intersected: LADDER CREEK,  Facility Carried by Structure: 7 Road
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 1,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $390,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $560,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 97008,  Location: 2.0N OF LEVANT (Lat: 39.412353,  Lng: -101.203903),  Route carried "on" structure: County highway 888,  Year Built: 1961,  Status: Posted for load,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 360 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: H 15,  Features Intersected: SOUTH FORK SAPPA CREEK,  Facility Carried by Structure: County Rd 11 (80)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.507,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 27.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 97022,  Location: 3.0S OF LEVANT (Lat: 39.340531,  Lng: -101.204103),  Route carried "on" structure: County highway 1510,  Year Built: 1966,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 180 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 20,  Features Intersected: PRAIRIE DOG CREEK,  Facility Carried by Structure: County Rd 11
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.140,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Other Special Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 970411803884,  Location: 2.1S 4.0W OF COLBY (Lat: 39.365114,  Lng: -101.134411),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 50 (year 2040),  Design Load: H 15,  Features Intersected: PRAIRIE DOG CREEK,  Facility Carried by Structure: County Rd 14Q
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Other Special Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 970413003863,  Location: 1.3S 4.0W OF COLBY (Lat: 39.374744,  Lng: -101.130000),  Route carried "on" structure: County highway 9701,  Year Built: 1959,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 120 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: H 20,  Features Intersected: PRAIRIE DOG CREEK,  Facility Carried by Structure: County Rd 15
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Other Special Inspection Date: March 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907000970081,  Location: 7.49 MI E. OF K-184 (Lat: 39.366111,  Lng: -101.241944),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 5,336 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 7,624 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.916,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000970091,  Location: 7.48 MI E. OF K-184 (Lat: 39.365833,  Lng: -101.241944),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 5,336 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 7,624 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 13.919,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000970101,  Location: JCT I-70 / US-24 (Lat: 39.366111,  Lng: -101.204167),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 5,336 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 7,624 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-24 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000970111,  Location: JCT I-70 / US-24 (Lat: 39.365833,  Lng: -101.204167),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 5,336 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 7,624 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: U24 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.175,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 12.30m (40.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000970121,  Location: 2.02 MI EAST OF US-24 (Lat: 39.365556,  Lng: -101.166111),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,002 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,575 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE DOG CREEK DRG
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.439,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  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 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: 2.31m (7.58ft),  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: 999907000970131,  Location: 3.73 MI EAST OF US-24 (Lat: 39.365278,  Lng: -101.134167),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 6,002 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,575 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: PRAIRIE DOG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.186,  Lanes on structure: 4,  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: 4,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 39.0m (128.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 43.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.25m (27.07ft),  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: 999907000970151,  Location: 3.97 MI EAST OF US-24 (Lat: 39.365000,  Lng: -101.130000),  Route carried "on" structure: County highway 9701,  Year Built: 1966,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 178 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,858 (year 2041),  Design Load: H 20,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.640,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.10m (79.07ft),  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: 999907000970101,  Location: JCT I-70 / US-24 (Lat: 39.366111,  Lng: -101.204167),  Route carried "under" structure: US 24,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 915 (year 2020),  Truck Traffic: 26%,  Features Intersected: US-24 HWY,  Facility Carried by Structure: I-70 HWY WESTBOUND
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 17.270,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999907000970111,  Location: JCT I-70 / US-24 (Lat: 39.365833,  Lng: -101.204167),  Route carried "under" structure: US 24,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 915 (year 2020),  Truck Traffic: 26%,  Features Intersected: U24 HWY,  Facility Carried by Structure: I-70 HWY EASTBOUND
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 17.244,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999907000970151,  Location: 3.97 MI EAST OF US-24 (Lat: 39.365000,  Lng: -101.130000),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 6,002 (year 2020),  Truck Traffic: 30%,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 23.567,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.7m (67.9ft)