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

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Structure Number: 11013E,  Location: 650 W.CLARK LN.FARMINGTON (Lat: 40.980658,  Lng: -111.902228),  Route carried "on" structure: County highway 1454,  Year Built: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 10,712 (year 2020),  Average Future Daily Traffic: 13,390 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FARMINGTON CREEK,  Facility Carried by Structure: CLARK LANE, CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.823,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 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: 15.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 23 months,  Inspection Date: April 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11021D,  Location: 1000 W. 500 S.,FARMINGTON (Lat: 40.972189,  Lng: -111.910878),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 252 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 306 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FARMINGTON CREEK,  Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.0 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: 28.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11026D,  Location: 1350 W. GLOVER LN (Lat: 40.965278,  Lng: -111.917261),  Route carried "on" structure: County highway 1459,  Year Built: 2005,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 459 (year 2020),  Average Future Daily Traffic: 574 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FARMINGTON CREEK,  Facility Carried by Structure: GLOVER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 32.2m (105.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 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: 19.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 448,  Location: 200 W.GLOVERS LN.FARMINGT (Lat: 40.965172,  Lng: -111.892422),  Route carried "on" structure: City street 1459,  Year Built: 1973,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 459 (year 2020),  Average Future Daily Traffic: 574 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15), UPRR &,  Facility Carried by Structure: GLOVER'S LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.763,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 55.1 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 Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 449,  Location: WEST STATE ST.FARMINGTON (Lat: 40.980544,  Lng: -111.898203),  Route carried "on" structure: City street 1454,  Year Built: 1973,  Status: Open,  Structure Length: 12.32m (40.42ft),  Average Daily Traffic: 10,712 (year 2020),  Average Future Daily Traffic: 13,390 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15,(SR-15),UPRR &,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.162,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 47.3 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: 35.6 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C 598,  Location: 1.4 Mi N Farmington Intch (Lat: 41.000558,  Lng: -111.922328),  Route carried "on" structure: County highway 1438,  Year Built: 1979,  Status: Open,  Structure Length: 15.34m (50.33ft),  Average Daily Traffic: 7,598 (year 2020),  Average Future Daily Traffic: 9,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) & UPRR,  Facility Carried by Structure: SHEPHERD LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.196,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 43.1 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: 38.2 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to 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: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 893,  Location: CHERRY HILLS INTERCHANGE (Lat: 41.011186,  Lng: -111.911592),  Route carried "on" structure: State highway 273,  Year Built: 2000,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 12,255 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 15,319 (year 2040),  Design Load: HS 20,  Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 28.9m (94.8ft),  Out-to-Out Width: 34.0m (111.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 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: 43.7 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E249,  Location: N.side of W.State St. (Lat: 40.980833,  Lng: -111.898611),  Route carried "on" structure: State highway 67,  Year Built: 2006,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 19,728 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: FARMINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.506,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater Inspection Date: July 2019

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Structure Number: E2491,  Location: 10 W.600 N.FARMINGTON (Lat: 40.990172,  Lng: -111.890453),  Route carried "on" structure: State highway 106,  Year Built: 2004,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 9,183 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,479 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FARMINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.020,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.0 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: 32.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: F 668,  Location: 300 W.Glover Ln.Farmgton. (Lat: 40.965167,  Lng: -111.893483),  Route carried "on" structure: City street 1459,  Year Built: 2008,  Status: Open,  Structure Length: 6.63m (21.75ft),  Average Daily Traffic: 459 (year 2020),  Average Future Daily Traffic: 574 (year 2040),  Design Load: HL 93,  Features Intersected: SR-67, LEGACY PKWY.,  Facility Carried by Structure: GLOVER LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.852,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.9m (114.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 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: 41.5 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: Superior to present desirable criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 669,  Location: 300 W.StateSt.in Frmgtn. (Lat: 40.980550,  Lng: -111.899661),  Route carried "on" structure: City street 1454,  Year Built: 2008,  Status: Open,  Structure Length: 10.10m (33.14ft),  Average Daily Traffic: 10,712 (year 2020),  Average Future Daily Traffic: 13,390 (year 2040),  Design Load: HL 93,  Features Intersected: SR-67,LEGACY PARKWAY,  Facility Carried by Structure: STATE ST.inFRMGTN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.040,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 54.4 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: 34.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 695,  Location: AT SHEPHARD LANE INTSEC. (Lat: 41.000453,  Lng: -111.907464),  Route carried "on" structure: US 89,  Year Built: 2004,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 33,512 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 41,890 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-106, SHEPHARD LANE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 639.216,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.5m (129.6ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 42.8 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: 40.2 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 714,  Location: WEST OF LAGOON INTCHG. (Lat: 40.988553,  Lng: -111.906783),  Route carried "on" structure: State highway 1459,  Year Built: 2004,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 459 (year 2020),  Average Future Daily Traffic: 574 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UPRR and UTA TRACKS,  Facility Carried by Structure: SR-225, Park Lane
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 6.587,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.9m (153.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 33.6m (110.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.8 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: 30.5 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: Superior to present desirable criteria,  Underclear: Superior to present desirable 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 715,  Location: FARMINGTON INTERCHANGE (Lat: 40.989086,  Lng: -111.906153),  Route carried "on" structure: State highway 225,  Year Built: 2004,  Status: Open,  Structure Length: 11.21m (36.78ft),  Average Daily Traffic: 5,796 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 7,245 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.075,  Lanes on structure: 4,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.5 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: 28.8 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 716,  Location: LAGOON INTERCHANGE (Lat: 40.991094,  Lng: -111.903242),  Route carried "on" structure: State highway 225,  Year Built: 2004,  Status: Open,  Structure Length: 5.05m (16.57ft),  Average Daily Traffic: 17,876 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 22,345 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.410,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.7m (159.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.6 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: 36.3 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: V2071,  Location: So.of Glovers Ln.Overpass (Lat: 40.963953,  Lng: -111.892514),  Route carried "on" structure: State highway 67,  Year Built: 2008,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 22,775 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 28,469 (year 2040),  Design Load: HL 93,  Features Intersected: STEED CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.788,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 97.2 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: 96.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 1C 865,  Location: No. Farmington Interch. (Lat: 40.981850,  Lng: -111.899358),  Route carried "on" structure: Ramp State highway 67,  Year Built: 2008,  Status: Open,  Structure Length: 21.23m (69.65ft),  Average Daily Traffic: 19,728 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-67,LEGACY PARKWAY
Minimum Vertical Clearance: 5.37m (17.62ft),  Kilometerpoint: 0.286,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 82.3 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: 35.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 866,  Location: No.Farmington Interchg. (Lat: 40.985083,  Lng: -111.901639),  Route carried "on" structure: Ramp State highway 67,  Year Built: 2008,  Status: Open,  Structure Length: 39.13m (128.38ft),  Average Daily Traffic: 19,728 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-15,&UPRR,UTA TRACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.702,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 74.0m (242.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.5 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: 40.8 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: Superior 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 867,  Location: No.Farmington Interchg. (Lat: 40.984142,  Lng: -111.900422),  Route carried "on" structure: State highway 67,  Year Built: 2008,  Status: Open,  Structure Length: 37.38m (122.64ft),  Average Daily Traffic: 19,728 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 24,660 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UPRR,UTA & I-15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.553,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 72.0m (236.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: 31.4 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,  Underclear: Equal to present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 296,  Location: 1.0 MI.SO.of LAGOON INT. (Lat: 40.973097,  Lng: -111.892572),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1973,  Status: Open,  Structure Length: 3.03m (9.94ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-227 SBL,  Facility Carried by Structure: LAGOON DRIVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 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: 6.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1F 692,  Location: CHERRY HILLS INTCHG. (Lat: 41.008889,  Lng: -111.911389),  Route carried "on" structure: Ramp US 89,  Year Built: 2004,  Status: Open,  Structure Length: 9.79m (32.12ft),  Average Daily Traffic: 34,682 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 43,353 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NB.FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.232,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 38.9 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: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C 521,  Location: 0.5 Mi. N. of Glover Lane (Lat: 40.970742,  Lng: -111.892300),  Route carried "on" structure: Ramp State highway 15,  Year Built: 1973,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) NBL & S,  Facility Carried by Structure: SR-227,SB.WALKER L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.460,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.2 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: 57.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3C 863,  Location: No.Farmington Interchange (Lat: 40.987703,  Lng: -111.901147),  Route carried "on" structure: State highway 89,  Year Built: 2009,  Status: Open,  Structure Length: 34.28m (112.47ft),  Average Daily Traffic: 3,961 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,951 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-15, UPRR & UTA TRA,  Facility Carried by Structure: SR-67SB LEGACY PW.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.460,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 65.0m (213.3ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 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: 45.0 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C 864,  Location: No.Farmington Interchange (Lat: 40.987111,  Lng: -111.902614),  Route carried "on" structure: Ramp State highway 15,  Year Built: 2008,  Status: Open,  Structure Length: 19.13m (62.76ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UPRR & UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.703,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 78.0m (255.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.9 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: 37.9 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C 869,  Location: LAGOON INTERCHANGE (Lat: 40.988000,  Lng: -111.901911),  Route carried "on" structure: US 89,  Year Built: 2004,  Status: Open,  Structure Length: 17.24m (56.56ft),  Average Daily Traffic: 3,961 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,951 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-15 (SR-15)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.660,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.6m (51.2ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.3m (220.8ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 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: 34.3 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 minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 691,  Location: CHERRY HILLS INTCHG. (Lat: 41.010092,  Lng: -111.912844),  Route carried "on" structure: Ramp US 89,  Year Built: 2004,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 3,961 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,951 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SB. SHEPHERD LANE RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.243,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 35.6 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: 35.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41901000001027,  Location: 1 MILE E OF FARMINGTON (Lat: 41.001558,  Lng: -111.874914),  Route carried "on" structure: Federal lands road 80007,  Year Built: 1983,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 150 (year 0000),  Truck Traffic: 5%,  Average Future Daily Traffic: 225 (year 2042),  Design Load: HS 20,  Features Intersected: FARMINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.824,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 4.4m (14.4ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.6m (77.4ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 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: 30.8 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41901000001028,  Location: EAST OF FARMINGTON (Lat: 41.006169,  Lng: -111.851322),  Route carried "on" structure: Federal lands road 80007,  Year Built: 1960,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 50 (year 0000),  Average Future Daily Traffic: 75 (year 2042),  Design Load: HS 20,  Features Intersected: HALFWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.137,  Lanes on structure: 1,  Owner: U.S. Forest Service,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.2 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: 31.4 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4190100000103,  Location: 6 M EAST OF FARMINGTON (Lat: 40.996550,  Lng: -111.828225),  Route carried "on" structure: Federal lands road 80007,  Year Built: 1984,  Status: Open,  Structure Length: 2.48m (8.14ft),  Average Daily Traffic: 150 (year 0000),  Truck Traffic: 5%,  Average Future Daily Traffic: 225 (year 2042),  Design Load: HS 20,  Features Intersected: BIGLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.979,  Lanes on structure: 2,  Owner: U.S. Forest Service,  Approaching Roadway Width: 5.6m (18.4ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.2 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: 37.9 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 448,  Location: 200 W.GLOVERS LN.FARMINGT (Lat: 40.965172,  Lng: -111.892422),  Route carried "under" structure: Interstate 15,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 137,164 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-15 (SR-15), UPRR &,  Facility Carried by Structure: GLOVER'S LANE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 519.059,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: C 449,  Location: WEST STATE ST.FARMINGTON (Lat: 40.980544,  Lng: -111.898203),  Route carried "under" structure: Interstate 15,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 123,194 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-15,(SR-15),UPRR &,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 520.856,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: C 598,  Location: 1.4 Mi N Farmington Intch (Lat: 41.000558,  Lng: -111.922328),  Route carried "under" structure: Interstate 15,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 105,734 (year 2020),  Truck Traffic: 19%,  Features Intersected: I-15 (SR-15) & UPRR,  Facility Carried by Structure: SHEPHERD LANE
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 524.039,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.0m (134.5ft)

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Structure Number: C 893,  Location: CHERRY HILLS INTERCHANGE (Lat: 41.011186,  Lng: -111.911592),  Route carried "under" structure: US 89,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 33,512 (year 2020),  Truck Traffic: 16%,  Features Intersected: US-89 (SR-89),  Facility Carried by Structure: SR-273,INT. X-ROAD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 639.793,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: C 948,  Location: Glover Ln.and I-15,Frmg (Lat: 40.965242,  Lng: -111.890967),  Route carried "under" structure: Interstate 15,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 137,164 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-15,UPRR & UTA TRAC,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 6.30m (20.67ft),  Kilometerpoint: 519.046,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: F 583,  Location: ADJ. TO STATE ST. STRUCT. (Lat: 40.980425,  Lng: -111.896903),  Route carried "under" structure: Interstate 15,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 123,194 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-15 (SR-15) NBL and SBL,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 521.339,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: F 668,  Location: 300 W.Glover Ln.Farmgton. (Lat: 40.965167,  Lng: -111.893483),  Route carried "under" structure: State highway 67,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 22,775 (year 2020),  Truck Traffic: 23%,  Features Intersected: SR-67, LEGACY PKWY.,  Facility Carried by Structure: GLOVER LANE
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 16.821,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: F 669,  Location: 300 W.StateSt.in Frmgtn. (Lat: 40.980550,  Lng: -111.899661),  Route carried "under" structure: State highway 67,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 22,775 (year 2020),  Truck Traffic: 23%,  Features Intersected: SR-67,LEGACY PARKWAY,  Facility Carried by Structure: STATE ST.inFRMGTN.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 18.347,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: F 695,  Location: AT SHEPHARD LANE INTSEC. (Lat: 41.000453,  Lng: -111.907464),  Route carried "under" structure: State highway 106,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 9,844 (year 2020),  Truck Traffic: 20%,  Features Intersected: SR-106, SHEPHARD LANE,  Facility Carried by Structure: US-89 (SR-89)
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 15.208,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.5m (129.6ft)

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Structure Number: F 715,  Location: FARMINGTON INTERCHANGE (Lat: 40.989086,  Lng: -111.906153),  Route carried "under" structure: Interstate 15,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 102,440 (year 2020),  Truck Traffic: 21%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: SR-225, PARK LANE
Minimum Vertical Clearance: 7.07m (23.20ft),  Kilometerpoint: 522.425,  Lanes on structure: 4,  Lanes under structure: 14,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: F 716,  Location: LAGOON INTERCHANGE (Lat: 40.991094,  Lng: -111.903242),  Route carried "under" structure: US 89,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 33,063 (year 2020),  Truck Traffic: 16%,  Features Intersected: US-89 (SR-89),  Facility Carried by Structure: SR-225, Park Lane
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 637.382,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.7m (159.8ft)

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Structure Number: 1C 865,  Location: No. Farmington Interch. (Lat: 40.981850,  Lng: -111.899358),  Route carried "under" structure: State highway 67,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 22,775 (year 2020),  Truck Traffic: 23%,  Features Intersected: SR-67,LEGACY PARKWAY
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 18.910,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.0m (213.3ft)

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Structure Number: 1C 866,  Location: No.Farmington Interchg. (Lat: 40.985083,  Lng: -111.901639),  Route carried "under" structure: Interstate 15,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 123,194 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-15,&UPRR,UTA TRACK
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 522.103,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.0m (242.8ft)

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Structure Number: 1C 867,  Location: No.Farmington Interchg. (Lat: 40.984142,  Lng: -111.900422),  Route carried "under" structure: Interstate 89,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,738 (year 2020),  Truck Traffic: 11%,  Features Intersected: UPRR,UTA & I-15,  Facility Carried by Structure: SR-67NB,LEGACY PW.
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 521.910,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 72.0m (236.2ft)

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Structure Number: 1F 296,  Location: 1.0 MI.SO.of LAGOON INT. (Lat: 40.973097,  Lng: -111.892572),  Route carried "under" structure: State highway 227,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 8,388 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR-227 SBL,  Facility Carried by Structure: LAGOON DRIVE ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.579,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 1F 692,  Location: CHERRY HILLS INTCHG. (Lat: 41.008889,  Lng: -111.911389),  Route carried "under" structure: Ramp US 89,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 33,512 (year 2020),  Truck Traffic: 16%,  Features Intersected: NB.FRONTAGE ROAD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 639.627,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.0m (157.5ft)

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Structure Number: 3C 521,  Location: 0.5 Mi. N. of Glover Lane (Lat: 40.970742,  Lng: -111.892300),  Route carried "under" structure: Interstate 15,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 137,164 (year 2020),  Truck Traffic: 20%,  Features Intersected: I-15 (SR-15) NBL & S,  Facility Carried by Structure: SR-227,SB.WALKER L
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 519.631,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 3C 863,  Location: No.Farmington Interchange (Lat: 40.987703,  Lng: -111.901147),  Route carried "under" structure: Interstate 15,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 123,194 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-15, UPRR & UTA TRA,  Facility Carried by Structure: SR-67SB LEGACY PW.
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 522.010,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 65.0m (213.3ft)

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Structure Number: 3C 869,  Location: LAGOON INTERCHANGE (Lat: 40.988000,  Lng: -111.901911),  Route carried "under" structure: Interstate 15,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 123,194 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: US-89 (SR-89), SBL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 521.614,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.3m (220.8ft)

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Structure Number: 3F 691,  Location: CHERRY HILLS INTCHG. (Lat: 41.010092,  Lng: -111.912844),  Route carried "under" structure: Ramp US 89,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 33,512 (year 2020),  Truck Traffic: 16%,  Features Intersected: SB. SHEPHERD LANE RAMP
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 639.648,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.0m (157.5ft)