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

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Structure Number: 35021D,  Location: 2650 W. 8660 S., W.JORDAN (Lat: 40.594086,  Lng: -111.957208),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,323 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,607 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH AND SALT LAKE CANAL,  Facility Carried by Structure: 8660 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.051,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 11.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.7 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35022D,  Location: 3100 W. 7000 S., W.JORDAN (Lat: 40.624033,  Lng: -111.965539),  Route carried "on" structure: City street 2104,  Year Built: 1986,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 22,137 (year 2020),  Average Future Daily Traffic: 27,671 (year 2040),  Design Load: HL 93,  Features Intersected: UTAH AND SALT LAKE CANAL,  Facility Carried by Structure: 7000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.959,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 20.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35048E,  Location: 2500 W.9000 SO.,W.JORDAN (Lat: 40.587739,  Lng: -111.954453),  Route carried "on" structure: State highway 209,  Year Built: 1996,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 33,935 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 42,419 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH & SALT LAKE CAN,  Facility Carried by Structure: 9000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.313,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 20.4 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 35054D,  Location: 1000 W. 7800 S., W.JORDAN (Lat: 40.609486,  Lng: -111.921475),  Route carried "on" structure: City street 2105,  Year Built: 1966,  Status: Open,  Structure Length: 2.63m (8.63ft),  Average Daily Traffic: 23,168 (year 2020),  Average Future Daily Traffic: 28,960 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: 7800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.481,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 44.1 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35105V,  Location: 8600 S. 2700 W., W.JORDAN (Lat: 40.595367,  Lng: -111.957811),  Route carried "on" structure: City street 2040,  Year Built: 1950,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 9,232 (year 2020),  Average Future Daily Traffic: 11,540 (year 2040),  Design Load: HS 20,  Features Intersected: UTAH AND SALT LAKE CANAL,  Facility Carried by Structure: 2700 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.045,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 48.9 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: 35.3 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: 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: Febuary 2020

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Structure Number: 35163E,  Location: 1840 W. 9000 SO.-W.JORDAN (Lat: 40.587733,  Lng: -111.941753),  Route carried "on" structure: State highway 209,  Year Built: 1996,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 33,935 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 42,419 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH JORDAN CANAL,  Facility Carried by Structure: 9000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.388,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 35179D,  Location: 1150 W. 7800 S., W.JORDAN (Lat: 40.608997,  Lng: -111.923850),  Route carried "on" structure: City street 2105,  Year Built: 1934,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 23,168 (year 2020),  Average Future Daily Traffic: 28,960 (year 2040),  Design Load: HS 20,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: 7800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.273,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35183D,  Location: 6700 S. 2200 W., W.JORDAN (Lat: 40.628200,  Lng: -111.948283),  Route carried "on" structure: City street 2085,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 1,250 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CANAL ROAD.,  Facility Carried by Structure: 2200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35210D,  Location: 2235 W. 7320 S., W.JORDAN (Lat: 40.618322,  Lng: -111.949206),  Route carried "on" structure: Alternate City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 400 (year 2020),  Average Future Daily Traffic: 450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH JORDAN CANAL,  Facility Carried by Structure: HARVEST LN.,7320 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.072,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  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: 19.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C1009,  Location: 7800 So.3800 W.,W.Jordan (Lat: 40.609100,  Lng: -111.976558),  Route carried "on" structure: State highway 154,  Year Built: 2012,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 59,634 (year 2040),  Design Load: HL 93,  Features Intersected: SR-48,7800 SO.ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.711,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.6m (179.1ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 40.8 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: 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C1042,  Location: 3800 W 11400 S (Lat: 40.544197,  Lng: -111.984150),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 4.25m (13.94ft),  Average Daily Traffic: 46,045 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 57,556 (year 2040),  Design Load: HL 93,  Features Intersected: Bangerter Hwy SR-154,  Facility Carried by Structure: 11400 South SR-175
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 13.358,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.6m (136.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 71.6m (234.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 43.4 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: 33.4 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: Better than 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: C1043,  Location: 6900 S 3600 W,  Route carried "on" structure: 154,  Year Built: 2018,  Structure Length: 8.06m (26.44ft),  Average Daily Traffic: 58,433 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 73,041 (year 2040),  Design Load: Pedestrian,  Features Intersected: Bangerter (SR 154),  Facility Carried by Structure: Ped Bridge
Kilometerpoint: 22.531,  Lanes under structure: 6,  Owner: State Highway Agency,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 80.6m (264.4ft),  Out-to-Out Width: 2.8m (9.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: E2379,  Location: 1.3 MI.W.of REDWOOD RD. (Lat: 40.609486,  Lng: -111.963339),  Route carried "on" structure: State highway 48,  Year Built: 1992,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 29,987 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 37,484 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH & SALT LAKE CAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.175,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.5m (83.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 46.3 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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: E2381,  Location: 9000 SOUTH 900 WEST (Lat: 40.587722,  Lng: -111.919011),  Route carried "on" structure: State highway 209,  Year Built: 1994,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 38,873 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 48,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.313,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

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: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: E2486,  Location: 9300 SOUTH REDWOOD ROAD (Lat: 40.581858,  Lng: -111.938683),  Route carried "on" structure: State highway 68,  Year Built: 2004,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 26,862 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 33,578 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.807,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.4 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: 41.5 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: F 244,  Location: 9000 SOUTH 800 WEST (Lat: 40.587739,  Lng: -111.912903),  Route carried "on" structure: State highway 209,  Year Built: 1971,  Status: Open,  Structure Length: 2.57m (8.43ft),  Average Daily Traffic: 38,873 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 48,591 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.830,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 33.7 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: 19.1 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: F 571,  Location: 1200 W.7000 S., W. Jordan (Lat: 40.623756,  Lng: -111.921125),  Route carried "on" structure: State highway 48,  Year Built: 1998,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 23,624 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 29,530 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.754,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.4m (83.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.0 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: 41.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: F 576,  Location: 8600 SOUTH 3800 WEST (Lat: 40.593353,  Lng: -111.977506),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 5,000 (year 2020),  Average Future Daily Traffic: 7,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-154, (BANGERTER HWY.),  Facility Carried by Structure: OLD BINGHAM HWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 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: 33.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 1C1044,  Location: NB Bangtr Hwy over 7000 S (Lat: 40.623992,  Lng: -111.976433),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 6,478 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,098 (year 2040),  Design Load: HL 93,  Features Intersected: 7000 S,  Facility Carried by Structure: NB Bangerter Hwy
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 207.605,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 69.4m (227.7ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 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: 36.0 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 1C1045,  Location: 9000 S and Bangerter (Lat: 40.587475,  Lng: -111.273278),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 59,634 (year 2040),  Design Load: HL 93,  Features Intersected: 9000 S (SR 209),  Facility Carried by Structure: NB Bangerter Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.347,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 36.6 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 1F 799,  Location: 8200 South & Mt.View (Lat: 40.602075,  Lng: -112.029375),  Route carried "on" structure: State highway 85,  Year Built: 2012,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 12,643 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,804 (year 2040),  Design Load: HL 93,  Features Intersected: 8200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.336,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 29.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 3C1044,  Location: Bangerter Hwy over 7000S (Lat: 40.623631,  Lng: -111.976347),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 58,212 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 72,765 (year 2040),  Design Load: HL 93,  Features Intersected: 7000 S,  Facility Carried by Structure: SB Bangerter Hwy
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 22.324,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 69.4m (227.7ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 46.3 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: 36.0 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: 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: December 2020,  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: 3C1045,  Location: 9000 S and Bangerter (Lat: 40.587464,  Lng: -111.977411),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 52,009 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 65,011 (year 2040),  Design Load: HL 93,  Features Intersected: 9000 S (SR 209),  Facility Carried by Structure: SB Bangerter Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.304,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.0m (196.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: 36.6 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  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: 3F 799,  Location: 8200 South & Mt.View (Lat: 40.602458,  Lng: -112.030064),  Route carried "on" structure: State highway 85,  Year Built: 2012,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 28,839 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,049 (year 2040),  Design Load: HL 93,  Features Intersected: 8200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.554,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.5m (116.5ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  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: 30.1 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: December 2020,  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: C 254,  Location: 2.7 MILES N. OF JCT SR-48 (Lat: 40.615372,  Lng: -112.054439),  Route carried "under" structure: State highway 111,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 9,108 (year 2020),  Truck Traffic: 37%,  Features Intersected: SR-111,  Facility Carried by Structure: KENNECOTT RAILROAD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 4.417,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: C 785,  Location: 8600 SOUTH 3800 WEST (Lat: 40.593239,  Lng: -111.977156),  Route carried "under" structure: State highway 154,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR-154, (BANGERTER HWY.),  Facility Carried by Structure: UTA,MID-JORDAN LN.
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 18.946,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: C 927,  Location: 7500 SO.REDWOOD ROAD (Lat: 40.614289,  Lng: -111.938786),  Route carried "under" structure: State highway 68,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 43,000 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-68,REDWOOD ROAD,  Facility Carried by Structure: PEDESTRIAN O'P
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 77.731,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: C1009,  Location: 7800 So.3800 W.,W.Jordan (Lat: 40.609100,  Lng: -111.976558),  Route carried "under" structure: State highway 48,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 33,663 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48,7800 SO.ST.,  Facility Carried by Structure: SR-154,BNGRTR.HWY.
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 13.111,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: C101,  Location: South of 7800 So. Intchg. (Lat: 40.606558,  Lng: -111.976497),  Route carried "under" structure: State highway 154,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR-154, BANGERTER HWY.,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 20.429,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 39.1m (128.3ft)

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Structure Number: C1018,  Location: 8200 South & SR-111 (Lat: 40.602133,  Lng: -112.056850),  Route carried "under" structure: State highway 111,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,799 (year 2020),  Truck Traffic: 39%,  Features Intersected: SR-111,  Facility Carried by Structure: Pedestrian O'p
Minimum Vertical Clearance: 5.65m (18.54ft),  Kilometerpoint: 2.934,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: C1042,  Location: 3800 W 11400 S (Lat: 40.544197,  Lng: -111.984150),  Route carried "under" structure: State highway 175,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 20,009 (year 2020),  Truck Traffic: 29%,  Features Intersected: Bangerter Hwy SR-154
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 13.358,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.6m (136.5ft)

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Structure Number: F 576,  Location: 8600 SOUTH 3800 WEST (Lat: 40.593353,  Lng: -111.977506),  Route carried "under" structure: State highway 154,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR-154, (BANGERTER HWY.),  Facility Carried by Structure: OLD BINGHAM HWY.
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 18.953,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: F 764,  Location: Near 8600 So. 3800 W. (Lat: 40.593314,  Lng: -111.977153),  Route carried "under" structure: State highway 154,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR-154,(BANGERTER HWY.),  Facility Carried by Structure: UTA,MID-JORDAN LN.
Minimum Vertical Clearance: 5.93m (19.46ft),  Kilometerpoint: 18.954,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.9m (78.4ft)

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Structure Number: R 288,  Location: 8600 SOUTH 3800 WEST (Lat: 40.592947,  Lng: -111.977164),  Route carried "under" structure: State highway 154,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 47,707 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR-154,BANGERTER HWY.,  Facility Carried by Structure: DIST. CANAL FLUME
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 18.914,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 1C1044,  Location: NB Bangtr Hwy over 7000 S (Lat: 40.623992,  Lng: -111.976433),  Route carried "under" structure: City street 2104,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 15,426 (year 2020),  Features Intersected: 7000 S,  Facility Carried by Structure: NB Bangerter Hwy
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.4m (227.7ft)

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Structure Number: 1C1045,  Location: 9000 S and Bangerter (Lat: 40.587475,  Lng: -111.273278),  Route carried "under" structure: State highway 209,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 19,851 (year 2020),  Truck Traffic: 34%,  Features Intersected: 9000 S (SR 209),  Facility Carried by Structure: NB Bangerter Hwy
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 12.311,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 1F 799,  Location: 8200 South & Mt.View (Lat: 40.602075,  Lng: -112.029375),  Route carried "under" structure: County highway 2097,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Features Intersected: 8200 SOUTH STREET,  Facility Carried by Structure: SR-85 NB, (MVC)
Minimum Vertical Clearance: 6.98m (22.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 3C1044,  Location: Bangerter Hwy over 7000S (Lat: 40.623631,  Lng: -111.976347),  Route carried "under" structure: City street 2104,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 15,426 (year 2020),  Features Intersected: 7000 S,  Facility Carried by Structure: SB Bangerter Hwy
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.4m (227.7ft)

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Structure Number: 3C1045,  Location: 9000 S and Bangerter (Lat: 40.587464,  Lng: -111.977411),  Route carried "under" structure: State highway 209,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 19,851 (year 2020),  Truck Traffic: 34%,  Features Intersected: 9000 S (SR 209),  Facility Carried by Structure: SB Bangerter Hwy
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 12.311,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 60.0m (196.9ft)

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Structure Number: 3F 799,  Location: 8200 South & Mt.View (Lat: 40.602458,  Lng: -112.030064),  Route carried "under" structure: County highway 2097,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2020),  Features Intersected: 8200 SOUTH STREET,  Facility Carried by Structure: SR-85 SB, (MVC)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)