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

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Structure Number: 91025,  Location: 0.7S 6.0W OF GOODLAND (Lat: 39.331250,  Lng: -101.819472),  Route carried "on" structure: County highway 1668,  Year Built: 1968,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 255 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 280 (year 2040),  Design Load: H 20,  Features Intersected: SOUTH FORK BEAVER CREEK,  Facility Carried by Structure: 14 ROAD (RS 1868)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 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: 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 91026,  Location: 0.7N 5.0W OF GOODLAND (Lat: 39.361661,  Lng: -101.800453),  Route carried "on" structure: County highway 878,  Year Built: 1955,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 90 (year 2014),  Average Future Daily Traffic: 100 (year 2040),  Design Load: H 15,  Features Intersected: TRIB SOUTH BEAVER CREEK,  Facility Carried by Structure: 15 ROAD (P.7-15)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 26.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 91027,  Location: 1.5N 5.0W OF GOODLAND (Lat: 39.373456,  Lng: -101.800289),  Route carried "on" structure: County highway 878,  Year Built: 1955,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 90 (year 2014),  Average Future Daily Traffic: 100 (year 2040),  Design Load: H 15,  Features Intersected: TRIB SOUTH BEAVER CREEK,  Facility Carried by Structure: 15 ROAD (O.5-15)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 91029,  Location: 4.6W OF GOODLAND (Lat: 39.336400,  Lng: -101.811444),  Route carried "on" structure: County highway 2000,  Year Built: 1999,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 755 (year 2014),  Truck Traffic: 30%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH BEAVER CREEK,  Facility Carried by Structure: 64 ROAD (Q-11.4)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 77.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.2 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,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9103,  Location: 3.5W OF GOODLAND (Lat: 39.350972,  Lng: -101.791556),  Route carried "on" structure: County highway 878,  Year Built: 2005,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 240 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 20,  Features Intersected: SOUTH BEAVER CREEK,  Facility Carried by Structure: 65 ROAD (P-15.5)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: 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,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 91032,  Location: 1.2S 4.0E OF GOODLAND (Lat: 39.320328,  Lng: -101.632972),  Route carried "on" structure: County highway 118,  Year Built: 1964,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 60 (year 2040),  Design Load: H 15,  Features Intersected: TRIB. S FORK SAPPA CREEK,  Facility Carried by Structure: 24 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  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: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  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,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 91041,  Location: 2.2N OF GOODLAND (Lat: 39.375728,  Lng: -101.707578),  Route carried "on" structure: County highway 2003,  Year Built: 1986,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 630 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 680 (year 2040),  Design Load: HS 20,  Features Intersected: MIDDLE FORK SAPPA CREEK,  Facility Carried by Structure: 20 ROAD (O.8-20)
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 91034570382,  Location: 3.0N 1.3W OF GOODLAND (Lat: 39.409150,  Lng: -101.748833),  Route carried "on" structure: County highway 9108,  Year Built: 1963,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 20 (year 2014),  Average Future Daily Traffic: 20 (year 2040),  Design Load: H 20,  Features Intersected: SOUTH FORK BEAVER CREEK,  Facility Carried by Structure: 69 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 7.5m (24.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 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: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999902700910421,  Location: 0.84 MI. NORTH OF I-70 (Lat: 39.340278,  Lng: -101.726667),  Route carried "on" structure: State highway 27,  Year Built: 1970,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 5,065 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,526 (year 2041),  Design Load: HS 20,  Features Intersected: KYLE RAILROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.152,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 16.90m (55.45ft),  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: 999902700910431,  Location: 3.53 MI. NORTH OF I-70 (Lat: 39.375556,  Lng: -101.713056),  Route carried "on" structure: State highway 27,  Year Built: 1970,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 1,785 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 2,652 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE FORK SAPPA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.475,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  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: 999902700910441,  Location: 7.48 MI. NORTH OF I-70 (Lat: 39.430833,  Lng: -101.707222),  Route carried "on" structure: State highway 27,  Year Built: 1956,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 1,575 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,340 (year 2041),  Design Load: H 20,  Features Intersected: SF BEAVER CR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 33.721,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: 999907000910131,  Location: 7.99 MI W JCT K27 (Lat: 39.329167,  Lng: -101.874444),  Route carried "on" structure: Interstate 70,  Year Built: 1969,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 5,738 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,198 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: County Road 11
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.033,  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: 69.9 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: 999907000910141,  Location: 7.99 MI W JCT K27 (Lat: 39.328889,  Lng: -101.874444),  Route carried "on" structure: Interstate 70,  Year Built: 1969,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 5,738 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,198 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: County Road 11
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 15.047,  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: 69.9 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: 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: 12.25m (40.19ft),  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: 999907000910151,  Location: 5.99 MI WEST OF K-27 (Lat: 39.329444,  Lng: -101.837222),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: County Road 13
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.258,  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: 24.4m (80.1ft),  Out-to-Out Width: 46.8m (153.5ft)

Condition: Culverts: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 2.80m (9.19ft),  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: 999907000910161,  Location: 5.70 MI WEST OF K-27 (Lat: 39.329444,  Lng: -101.831944),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.715,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee 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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.25m (56.59ft),  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: 999907000910171,  Location: 5.71 MI WEST OF K-27 (Lat: 39.329167,  Lng: -101.831944),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.721,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee 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: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Equal to present desirable criteria,  Length Of Structure Improvement: 17.25m (56.59ft),  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: 999907000910181,  Location: 5.00MI W JT K27 (Lat: 39.329444,  Lng: -101.819444),  Route carried "on" structure: Interstate 70,  Year Built: 1969,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: County Road 14
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.795,  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: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: 12.25m (40.19ft),  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: 999907000910191,  Location: 5.01 MI WEST OF K-27 (Lat: 39.329444,  Lng: -101.819444),  Route carried "on" structure: Interstate 70,  Year Built: 1969,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: County Road 14
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 19.806,  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: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.25m (40.19ft),  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: 999907000910211,  Location: 2.83 MI WEST OF K-27 (Lat: 39.329167,  Lng: -101.778889),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 9,510 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NORTH FORK SAPPA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.310,  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: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 47.4m (155.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.88m (9.45ft),  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: 999907000910221,  Location: 2.01 MI WEST OF K-27 (Lat: 39.329167,  Lng: -101.763333),  Route carried "on" structure: County highway 9105,  Year Built: 1968,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 53 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,715 (year 2041),  Design Load: H 15,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.296,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.05m (78.90ft),  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: 999907000910231,  Location: 0.99 MI WEST OF K-27 (Lat: 39.328889,  Lng: -101.744722),  Route carried "on" structure: ServiceCounty highway 110,  Year Built: 1968,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 19 (year 2020),  Average Future Daily Traffic: 8,715 (year 2041),  Design Load: H 15,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: LOCAL ROAD NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.458,  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: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.45m (80.22ft),  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: 999907000910241,  Location: JCT U24BS K27 & I70 (Lat: 39.328333,  Lng: -101.726111),  Route carried "on" structure: Interstate 70,  Year Built: 1969,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 6,602 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,433 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-27 AND US-24 BUS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.851,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  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: 999907000910251,  Location: JCT I-70/K-27 & US-24B (Lat: 39.328056,  Lng: -101.726111),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 6,602 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,433 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: K-27 AND US-24 BUS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 27.863,  Lanes on structure: 2,  Lanes under structure: 4,  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: 4,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  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: 999907000910261,  Location: 0.99MI E JCT K27 (Lat: 39.329722,  Lng: -101.707778),  Route carried "on" structure: ServiceCounty highway 45,  Year Built: 1968,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 19 (year 2020),  Average Future Daily Traffic: 8,644 (year 2041),  Design Load: H 20,  Features Intersected: I70 HWY,  Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  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: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 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: 24.45m (80.22ft),  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: 999907000910271,  Location: 2.00 MI EAST OF K-27 (Lat: 39.330000,  Lng: -101.688889),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 6,602 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,433 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-24 BUSINESS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.057,  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: 4,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.10m (56.10ft),  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: 999907000910281,  Location: 1.99 MI EAST OF K-27 (Lat: 39.329722,  Lng: -101.688889),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 6,602 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,433 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US-24 BUSINESS ROUTE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 31.072,  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: 4,  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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.10m (56.10ft),  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: 999907000910291,  Location: 4.01 MI EAST OF K-27 (Lat: 39.329722,  Lng: -101.651389),  Route carried "on" structure: Interstate 70,  Year Built: 1967,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 6,711 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,588 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.298,  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: Equal to present minimum criteria,  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: 999907000910301,  Location: 4.01 MI EAST OF K-27 (Lat: 39.329444,  Lng: -101.651389),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 6,711 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,588 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 34.311,  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: Better than present minimum criteria,  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: 999907000910311,  Location: 5.01 MI E JCT K27 (Lat: 39.329444,  Lng: -101.632778),  Route carried "on" structure: County highway 118,  Year Built: 1967,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 135 (year 2020),  Average Future Daily Traffic: 8,787 (year 2041),  Design Load: H 20,  Features Intersected: I70 HWY,  Facility Carried by Structure: Country Road 24
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 23.287,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 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: Epoxy Overlay

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Structure Number: 999907000910221,  Location: 2.01 MI WEST OF K-27 (Lat: 39.329167,  Lng: -101.763333),  Route carried "under" structure: Interstate 70,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 24.628,  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)

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Structure Number: 999907000910231,  Location: 0.99 MI WEST OF K-27 (Lat: 39.328889,  Lng: -101.744722),  Route carried "under" structure: Interstate 70,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,656 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-70 HIGHWAY,  Facility Carried by Structure: LOCAL ROAD NL-SL
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 26.240,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 999907000910241,  Location: JCT U24BS K27 & I70 (Lat: 39.328333,  Lng: -101.726111),  Route carried "under" structure: Business US 24,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 6,520 (year 2020),  Truck Traffic: 8%,  Features Intersected: K-27 AND US-24 BUS,  Facility Carried by Structure: I-70 HWY WESTBOUND
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.494,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999907000910251,  Location: JCT I-70/K-27 & US-24B (Lat: 39.328056,  Lng: -101.726111),  Route carried "under" structure: Business US 24,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,520 (year 2020),  Truck Traffic: 8%,  Features Intersected: K-27 AND US-24 BUS,  Facility Carried by Structure: I-70 HWY EASTBOUND
Minimum Vertical Clearance: 4.64m (15.22ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 999907000910261,  Location: 0.99MI E JCT K27 (Lat: 39.329722,  Lng: -101.707778),  Route carried "under" structure: Interstate 70,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 6,602 (year 2020),  Truck Traffic: 25%,  Features Intersected: I70 HWY,  Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 29.453,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 999907000910311,  Location: 5.01 MI E JCT K27 (Lat: 39.329444,  Lng: -101.632778),  Route carried "under" structure: Interstate 70,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 6,711 (year 2020),  Truck Traffic: 25%,  Features Intersected: I70 HWY,  Facility Carried by Structure: Country Road 24
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 35.914,  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)