Bridge Statistics for Bennett, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: ADA030-34.6N135,  Location: 0.5 MI E OF KIOWA-BENNETT (Lat: 39.759447,  Lng: -104.406197),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 1,318 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,714 (year 2041),  Design Load: HS 20,  Features Intersected: KIOWA CREEK,  Facility Carried by Structure: OLD VICTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.800,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.2m (141.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: E-19-X,  Location: 9 MI E OF JCT I 70 (Lat: 39.756000,  Lng: -104.481233),  Route carried "on" structure: US 36C,  Year Built: 1983,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,565 (year 2040),  Design Load: H 20,  Features Intersected: LOST CREEK,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.912,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.8m (9.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: E-19-Y,  Location: 9.7 MI E OF JCT I-70 (Lat: 39.756142,  Lng: -104.463992),  Route carried "on" structure: US 36C,  Year Built: 1983,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,565 (year 2040),  Features Intersected: DRAW,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.391,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 78.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2021

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Structure Number: E-19-Z,  Location: 12.8 MI E OF JCT I 70 (Lat: 39.749411,  Lng: -104.413622),  Route carried "on" structure: US 36D,  Year Built: 2000,  Status: Open,  Structure Length: 16.02m (52.56ft),  Average Daily Traffic: 3,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,318 (year 2040),  Design Load: H 15,  Features Intersected: KIOWA CREEK,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.442,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-19-AF,  Location: 1 MI E OF JCT SH 79 (Lat: 39.737883,  Lng: -104.414489),  Route carried "on" structure: County highway ,  Year Built: 1959,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 2,335 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,035 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.906,  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: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-19-AG,  Location: 11.4 MI E OF JCT US 36 (Lat: 39.737933,  Lng: -104.433339),  Route carried "on" structure: State highway 79A,  Year Built: 1959,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 5,900 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,089 (year 2040),  Design Load: HS 20,  Features Intersected: I 70 ML,  Facility Carried by Structure: SH 79 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.219,  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: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-19-AH,  Location: 1.4 MI E OF JCT SH 79 (Lat: 39.737242,  Lng: -104.406719),  Route carried "on" structure: Ramp US 36D,  Year Built: 1959,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 1,100 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,309 (year 2040),  Design Load: HS 20,  Features Intersected: I 70 ML,  Facility Carried by Structure: RAMP TO US 36 EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.486,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State 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: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: F-19-AI,  Location: 10 MI E OF JCT US 36 (Lat: 39.738108,  Lng: -104.456672),  Route carried "on" structure: Interstate 70A,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,840 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 488.882,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 60.4m (198.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: F-19-AK,  Location: 1 MI W OF BENNETT INTRC (Lat: 39.738114,  Lng: -104.456458),  Route carried "on" structure: Interstate 70A,  Year Built: 1960,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 34,840 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 488.901,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: F-19-AL,  Location: 2 MI W OF JCT SH 79 (Lat: 39.738389,  Lng: -104.471094),  Route carried "on" structure: Interstate 70A,  Year Built: 1960,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,420 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROADS 31N,125,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 487.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-19-AM,  Location: 9.4 MI E OF JCT US 36 (Lat: 39.738139,  Lng: -104.471097),  Route carried "on" structure: Interstate 70A,  Year Built: 1960,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 13,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,420 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROADS 31N,125,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 487.646,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-19-BF,  Location: 0.7 MI E OF JCT SH 79 (Lat: 39.738278,  Lng: -104.421417),  Route carried "on" structure: Interstate 70A,  Year Built: 1992,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,070 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KIOWA CREEK,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 491.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-19-BG,  Location: 0.7 MI E OF JCT SH 79 (Lat: 39.738036,  Lng: -104.421419),  Route carried "on" structure: Interstate 70A,  Year Built: 1991,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,070 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: KIOWA CREEK,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 491.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-19-AF,  Location: 1 MI E OF JCT SH 79 (Lat: 39.737883,  Lng: -104.414489),  Route carried "under" structure: Interstate 70A,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 1,555 (year 2016),  Truck Traffic: 20%,  Features Intersected: I 70 ML,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 4.905,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: F-19-AG,  Location: 11.4 MI E OF JCT US 36 (Lat: 39.737933,  Lng: -104.433339),  Route carried "under" structure: Interstate 70A,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2018),  Truck Traffic: 20%,  Features Intersected: I 70 ML,  Facility Carried by Structure: SH 79 ML
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 489.715,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: F-19-AH,  Location: 1.4 MI E OF JCT SH 79 (Lat: 39.737242,  Lng: -104.406719),  Route carried "under" structure: Interstate 70A,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 982 (year 2016),  Truck Traffic: 20%,  Features Intersected: I 70 ML,  Facility Carried by Structure: RAMP TO US 36 EBND
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 492.006,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.0m (91.9ft)