Bridge Statistics for Wanship, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 43025C,  Location: 0.5 MILE NE. OF WANSHIP (Lat: 40.813083,  Lng: -111.400892),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 3,043 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,697 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43027C,  Location: 1 MILE NO. OF WANSHIP (Lat: 40.823389,  Lng: -111.397889),  Route carried "on" structure: County highway 2608,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 1,248 (year 2020),  Average Future Daily Traffic: 1,560 (year 2040),  Design Load: H 15,  Features Intersected: WEBER RIVER,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 437,  Location: 1.9 MILE EAST OF WANSHIP (Lat: 40.828842,  Lng: -111.391756),  Route carried "on" structure: County highway 2608,  Year Built: 1967,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 1,248 (year 2020),  Average Future Daily Traffic: 1,560 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-80 (SR-80) EBL & WBL,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.071,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.2m (56.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 26 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: E121,  Location: 0.5 MI NE. OF WANSHIP (Lat: 40.813117,  Lng: -111.402547),  Route carried "on" structure: State highway 32,  Year Built: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,743 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,179 (year 2040),  Design Load: H 20,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.587,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  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: Bituminous

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Structure Number: F 457,  Location: IN TOWN OF WANSHIP (Lat: 40.809639,  Lng: -111.407631),  Route carried "on" structure: State highway 32,  Year Built: 1980,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 3,583 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 4,479 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SILVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.868,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2C1011,  Location: At the WANSHIP INTERCHG. (Lat: 40.808442,  Lng: -111.407897),  Route carried "on" structure: Interstate 80,  Year Built: 2012,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 15,338 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,173 (year 2040),  Design Load: HL 93,  Features Intersected: SR-32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.897,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to 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,  Deck Protection: Other Coated Reinforcing

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Structure Number: 2D 666,  Location: 0.8 MILE EAST OF WANSHIP (Lat: 40.815922,  Lng: -111.399028),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 15,338 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,173 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 251.057,  Lanes on 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: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2F 73,  Location: 2 Mi. East Wanship Int. (Lat: 40.812953,  Lng: -111.401281),  Route carried "on" structure: Interstate 80,  Year Built: 2006,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 15,338 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,173 (year 2040),  Design Load: HL 93,  Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.677,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4C1011,  Location: At the Wanship Interchang (Lat: 40.808739,  Lng: -111.407342),  Route carried "on" structure: Interstate 80,  Year Built: 2012,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 16,324 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 20,405 (year 2040),  Design Load: HL 93,  Features Intersected: SR-32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.716,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 4D 666,  Location: 0.8 MILE EAST OF WANSHIP (Lat: 40.816203,  Lng: -111.399100),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 15,338 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,173 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEBER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.829,  Lanes on 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: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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 26 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4F 73,  Location: 0.6 Miles East of Wanship (Lat: 40.813247,  Lng: -111.401333),  Route carried "on" structure: Interstate 80,  Year Built: 2005,  Status: Open,  Structure Length: 1.90m (6.23ft),  Average Daily Traffic: 15,338 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,173 (year 2040),  Design Load: HL 93,  Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.451,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: June 2020,  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: C 437,  Location: 1.9 MILE EAST OF WANSHIP (Lat: 40.828842,  Lng: -111.391756),  Route carried "under" structure: Interstate 80,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 15,338 (year 2020),  Truck Traffic: 31%,  Features Intersected: I-80 (SR-80) EBL & WBL,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 253.642,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 2C1011,  Location: At the WANSHIP INTERCHG. (Lat: 40.808442,  Lng: -111.407897),  Route carried "under" structure: State highway 32,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 2,434 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-32,  Facility Carried by Structure: I-80EB (SR-80)
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 45.657,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 2F 73,  Location: 2 Mi. East Wanship Int. (Lat: 40.812953,  Lng: -111.401281),  Route carried "under" structure: County highway 32,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 3,060 (year 2020),  Truck Traffic: 29%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I-80EB, (SR-80)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: 4C1011,  Location: At the Wanship Interchang (Lat: 40.808739,  Lng: -111.407342),  Route carried "under" structure: State highway 32,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 3,583 (year 2020),  Truck Traffic: 28%,  Features Intersected: SR-32,  Facility Carried by Structure: I-80WB (SR-80)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 45.800,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 4F 73,  Location: 0.6 Miles East of Wanship (Lat: 40.813247,  Lng: -111.401333),  Route carried "under" structure: County highway 32,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 3,060 (year 2020),  Truck Traffic: 29%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I-80, (SR-80)
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.6m (57.7ft)