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

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Structure Number: 84014,  Location: 3.0W 0.5S OF RUSSELL (Lat: 38.873869,  Lng: -98.928342),  Route carried "on" structure: County highway 48,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 650 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 700 (year 2040),  Design Load: H 15,  Features Intersected: DRY STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 21.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  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: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84058,  Location: 3.5S 0.8E OF RUSSELL (Lat: 38.812911,  Lng: -98.821111),  Route carried "on" structure: County highway 1697,  Year Built: 1970,  Status: Posted for load,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: H 15,  Features Intersected: FOSSIL CREEK
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 84059,  Location: 3.5S 1.75E OF RUSSELL (Lat: 38.812942,  Lng: -98.804428),  Route carried "on" structure: County highway 1697,  Year Built: 1984,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 120 (year 2040),  Design Load: H 20,  Features Intersected: DRY STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 9.5m (31.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84076,  Location: 2.2W 2.7N OF RUSSELL (Lat: 38.946050,  Lng: -98.914486),  Route carried "on" structure: County highway 2021,  Year Built: 1980,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 65 (year 2014),  Average Future Daily Traffic: 50 (year 2040),  Design Load: HS 20,  Features Intersected: DRY STREAM
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: 4.9m (16.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 84064930452,  Location: 3.25W OF RUSSELL (Lat: 38.899797,  Lng: -98.923364),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10 (year 2014),  Average Future Daily Traffic: 15 (year 2040),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: 15TH ST.
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),  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 840655004567,  Location: 1.0W 1.0S OF RUSSELL (Lat: 38.860028,  Lng: -98.873042),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 200 (year 2014),  Average Future Daily Traffic: 200 (year 2040),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 184TH ST.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 34.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 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: April 2020,  Other Special Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84065560444,  Location: 4.0N 0.5W OF RUSSELL (Lat: 38.958411,  Lng: -98.862981),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 50 (year 2040),  Design Load: HS 20,  Features Intersected: SALINE RIVER,  Facility Carried by Structure: LAND RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 840657504569,  Location: 0.5E 2.0S OF RUSSELL (Lat: 38.857622,  Lng: -98.845167),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Posted for load,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 10 (year 2014),  Average Future Daily Traffic: 10 (year 2040),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 186TH BLVD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: November 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 84065780458,  Location: 1.0S 0.7E OF RUSSELL (Lat: 38.856497,  Lng: -98.839286),  Route carried "on" structure: County highway 8418,  Year Built: 1982,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 60 (year 2014),  Average Future Daily Traffic: 60 (year 2040),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: I-70 RD.
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 84065790456,  Location: 1.0S 1.0E OF RUSSELL (Lat: 38.870967,  Lng: -98.836903),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 40 (year 2040),  Design Load: H 20,  Features Intersected: TRIB. OF FOSSIL CREEK,  Facility Carried by Structure: HOMER RD.
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: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 84065930458,  Location: 1.0S 1.0E OF RUSSELL (Lat: 38.856667,  Lng: -98.829944),  Route carried "on" structure: County highway 8418,  Year Built: 1985,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 60 (year 2014),  Average Future Daily Traffic: 60 (year 2040),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: I-70 RD.
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: 3.7m (12.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: April 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 84065960462,  Location: 4.0S 1.5E OF RUSSELL (Lat: 38.827464,  Lng: -98.825664),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Posted for load,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 60 (year 2014),  Average Future Daily Traffic: 70 (year 2040),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: PLYMOUTH RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 4.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 840661004641,  Location: 5.0S 2.0E OF RUSSELL (Lat: 38.810833,  Lng: -98.817778),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 25 (year 2014),  Average Future Daily Traffic: 30 (year 2040),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 187TH RD.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 84066140462,  Location: 4.0S 3.0E OF RUSSELL (Lat: 38.827514,  Lng: -98.805942),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 60 (year 2014),  Average Future Daily Traffic: 60 (year 2040),  Design Load: H 20,  Features Intersected: DRY STREAM,  Facility Carried by Structure: PLYMOUTH RD.
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 425000844704C01,  Location: EAST OF FOSSIL IN RUSSELL (Lat: 38.893100,  Lng: -98.855039),  Route carried "on" structure: City street 4704,  Year Built: 1950,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,025 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,250 (year 2041),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Bituminous

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Structure Number: 525000840000C02,  Location: EAST OF FOSSIL IN RUSSELL (Lat: 38.892158,  Lng: -98.855047),  Route carried "on" structure: City street ,  Year Built: 1942,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 7TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 525000840000C03,  Location: AT INTERSECTION-RUSSELL (Lat: 38.891181,  Lng: -98.854406),  Route carried "on" structure: City street ,  Year Built: 1946,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: WISCONSIN & FRONT
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 525000840000C04,  Location: AT INT-5TH &SEITZ-RUSSELL (Lat: 38.890208,  Lng: -98.852633),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 5TH. ST. & SEITZ
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Bituminous

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Structure Number: 525000840000C05,  Location: WEST OF FRANKLIN-RUSSELL (Lat: 38.889231,  Lng: -98.851833),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 1.93m (6.33ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2040),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 4TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 525000840000C06,  Location: WEST OF FRANKLIN-RUSSELL (Lat: 38.888300,  Lng: -98.851081),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Posted for load,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 3RD. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.6m (8.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 24.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 525000840000C07,  Location: EAST OF FRANKLIN-RUSSELL (Lat: 38.887372,  Lng: -98.850394),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Posted for load,  Structure Length: 2.37m (7.78ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 2ND. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 525000840000C09,  Location: SOUTH OF 12TH STREET (Lat: 38.896844,  Lng: -98.859783),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: HS 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  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: Febuary 2021,  Other Special Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 525000840000C1,  Location: EAST OF KANSAS STREET (Lat: 38.895958,  Lng: -98.858450),  Route carried "on" structure: City street ,  Year Built: 1946,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 11TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 525000840000C11,  Location: SOUTH OF 12TH. STREET (Lat: 38.896839,  Lng: -98.858667),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: HS 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: KANSAS STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 4.7m (15.4ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: Febuary 2021,  Other Special Inspection Date: November 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 525000840000C12,  Location: BETWEEN MAIN & MAPLE (Lat: 38.896925,  Lng: -98.860381),  Route carried "on" structure: City street ,  Year Built: 1946,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 550 (year 2041),  Design Load: H 20,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: 12TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: Febuary 2021,  Other Special Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9999040B0840354,  Location: 0.46 MI E JT U281 (Lat: 38.885561,  Lng: -98.847631),  Route carried "on" structure: City street 1910,  Year Built: 1930,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 3,180 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,500 (year 2041),  Design Load: H 15,  Features Intersected: FOSSIL CREEK,  Facility Carried by Structure: E. WICHITA AVE.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907000840071,  Location: 6.04 MI E ELLIS CO LN (Lat: 38.863889,  Lng: -98.928333),  Route carried "on" structure: County highway 48,  Year Built: 1965,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 585 (year 2020),  Average Future Daily Traffic: 9,176 (year 2041),  Design Load: H 20,  Features Intersected: I70 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 21.826,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: Satisfactory,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 24.05m (78.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840081,  Location: 7.92 MI E ELLIS CO LN (Lat: 38.863889,  Lng: -98.893333),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 7,147 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 10,013 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FOSSIL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 12.682,  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: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 45.6m (149.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907000840091,  Location: 9.03 MI E ELLIS CO LN (Lat: 38.863889,  Lng: -98.872778),  Route carried "on" structure: ServiceCounty highway 28,  Year Built: 1965,  Status: Open,  Structure Length: 7.33m (24.05ft),  Average Daily Traffic: 22 (year 2020),  Average Future Daily Traffic: 9,176 (year 2041),  Design Load: H 20,  Features Intersected: I70 HWY, NL-SL,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.782,  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: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.05m (78.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000840101,  Location: JT U281/I70, WB (Lat: 38.864167,  Lng: -98.854444),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 6,547 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 9,172 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US281 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.071,  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: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840111,  Location: JT U281/I70, EB (Lat: 38.863889,  Lng: -98.854444),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 6,547 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 9,172 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US281 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.077,  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: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.05m (55.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840121,  Location: 0.95MI E JT U281 (Lat: 38.863333,  Lng: -98.836667),  Route carried "on" structure: Interstate 70,  Year Built: 1965,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 6,547 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 9,172 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FOSSIL CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 17.608,  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: 6.1m (20.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 48.6m (159.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.12m (13.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999907000840131,  Location: 3.04MI E JT U281, WB (Lat: 38.856944,  Lng: -98.799444),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 6,547 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 9,172 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 188TH Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.950,  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: 12.2m (40.0ft),  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: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840141,  Location: 3.03MI E JT U281, EB (Lat: 38.856667,  Lng: -98.799444),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 6,547 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 9,172 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 188th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 20.954,  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: 12.2m (40.0ft),  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: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840151,  Location: 4.03 MI E JT U281 (Lat: 38.856667,  Lng: -98.780833),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,165 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,637 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 189 TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.565,  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: 15.8m (51.8ft),  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: 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840161,  Location: 4.04 MI E JT U281 (Lat: 38.856389,  Lng: -98.780833),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,165 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,637 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 189TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.569,  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: 15.8m (51.8ft),  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: 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840171,  Location: 5.03 MI E JT U281 (Lat: 38.857222,  Lng: -98.762222),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 6,165 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,637 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 190TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.179,  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: 12.2m (40.0ft),  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: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999907000840181,  Location: 5.04 MI E JT U281 (Lat: 38.856944,  Lng: -98.762222),  Route carried "on" structure: Interstate 70,  Year Built: 1966,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 6,165 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 8,637 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: 190TH Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 24.184,  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: 12.2m (40.0ft),  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: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.25m (33.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999928100840391,  Location: 0.16MI S JT I70 (Lat: 38.861667,  Lng: -98.854444),  Route carried "on" structure: US 281,  Year Built: 1965,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 1,340 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,770 (year 2041),  Design Load: HS 20,  Features Intersected: FOSSIL LAKE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 18.446,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.25m (43.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999928100840404,  Location: 2.08 MI N OF I-70 (Lat: 38.893889,  Lng: -98.856111),  Route carried "on" structure: US 281,  Year Built: 1936,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 2,890 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,193 (year 2041),  Design Load: H 15,  Features Intersected: FOSSIL CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 22.045,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999907000840071,  Location: 6.04 MI E ELLIS CO LN (Lat: 38.863889,  Lng: -98.928333),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,147 (year 2020),  Truck Traffic: 26%,  Features Intersected: I70 HWY, NL-SL,  Facility Carried by Structure: RS0048
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 9.663,  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: 999907000840091,  Location: 9.03 MI E ELLIS CO LN (Lat: 38.863889,  Lng: -98.872778),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,147 (year 2020),  Truck Traffic: 26%,  Features Intersected: I70 HWY, NL-SL,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 14.470,  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: 999907000840101,  Location: JT U281/I70, WB (Lat: 38.864167,  Lng: -98.854444),  Route carried "under" structure: US 281,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,372 (year 2020),  Truck Traffic: 7%,  Features Intersected: US281 HWY,  Facility Carried by Structure: I70 HWY, WB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 18.709,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)