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

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Structure Number: 1F 664,  Location: 400 W.6400 SO.IN MURRAY (Lat: 40.631014,  Lng: -111.902211),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 19.07m (62.57ft),  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: LT.RAIL SPUR & 6400 S.ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.104,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.7 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: 15.6 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2C 554,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.636550,  Lng: -111.906958),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1973,  Status: Open,  Structure Length: 4.74m (15.55ft),  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-215 (SR-215) WBL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.237,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.1m (69.2ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 55.7 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: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2F 133,  Location: 1100 WEST 6200 SO. SL CO. (Lat: 40.638831,  Lng: -111.922392),  Route carried "on" structure: Interstate 215,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 114,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 20.169,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3C 829S,  Location: 0.2 MI.SO.6400 SOUTH ST. (Lat: 40.630514,  Lng: -111.903797),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 19.99m (65.58ft),  Average Daily Traffic: 236,512 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 295,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.123,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.8m (104.3ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 81.9m (268.7ft),  Curb-To-Curb Width: 31.8m (104.3ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.6 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: 53.1 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C 832S,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635208,  Lng: -111.905144),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 236,512 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 295,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-215EB & RAMP to I-
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 481.468,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.1m (154.5ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 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: 43.4 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: October 2020,  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 834,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635250,  Lng: -111.905411),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 4.85m (15.91ft),  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: I-215EB & RAMP to I-
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.831,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.6m (156.2ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.0 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 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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 835,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.636606,  Lng: -111.905142),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 6.35m (20.83ft),  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: I-215 WB RAMP to I-15 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.679,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.6m (205.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.7 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: 37.6 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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 836S,  Location: 500 WEST 5900 SO.,MURRAY (Lat: 40.643158,  Lng: -111.903039),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 176,880 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 221,100 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 5900 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 482.373,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 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: 47.0 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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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 611S,  Location: 0.1 Mi.SO.OF 6400 SO.ST. (Lat: 40.631056,  Lng: -111.904381),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 236,512 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 295,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UTA,LIGHT RAIL SPUR LINE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 480.998,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.9m (104.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 31.9m (104.7ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 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: 22.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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 612,  Location: 0.1 MI.SO.6400 SOUTH ST. (Lat: 40.630889,  Lng: -111.904575),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.70m (21.98ft),  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: UTA,LIGHT RAIL SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.153,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 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: 45.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 613S,  Location: 500 WEST 6400 SO.-MURRAY (Lat: 40.632575,  Lng: -111.904942),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 5.99m (19.65ft),  Average Daily Traffic: 236,512 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 295,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 6400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 481.174,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.8m (117.5ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 29.8 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: 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: October 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 614,  Location: 500 WEST 6400 SO.-MURRAY (Lat: 40.632528,  Lng: -111.905217),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.57m (18.27ft),  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: WINCHESTER AVE.
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.517,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 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: 40.5 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 615S,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.636597,  Lng: -111.904875),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 176,880 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 221,100 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-215WB and RAMP TO I-
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 481.624,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.0m (203.4ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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 616S,  Location: 5300 SOUTH INTERCHANGE (Lat: 40.655114,  Lng: -111.901864),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 176,880 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 221,100 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-173,5300 SO.INT.X-RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 483.704,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.4m (221.1ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 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: 48.9 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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 617S,  Location: 4500 SOUTH INTERCHANGE (Lat: 40.674833,  Lng: -111.901647),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 204,870 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 256,088 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-266,4500 SO.INT.X-RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 485.894,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.4m (201.4ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 68.0 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: 49.9 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 3F 649S,  Location: 500 WEST 4800 SO. MURRAY (Lat: 40.667547,  Lng: -111.901572),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 204,870 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 256,088 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 4800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 485.085,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 133,  Location: 1100 WEST 6200 SO. SL CO. (Lat: 40.638689,  Lng: -111.921628),  Route carried "on" structure: Interstate 215,  Year Built: 1971,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 114,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 20.033,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.4m (73.5ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  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: 30.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4F 283,  Location: 6200 SO.1400 WEST,SL.CO. (Lat: 40.644775,  Lng: -111.931775),  Route carried "on" structure: Interstate 215,  Year Built: 1977,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 114,498 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 14TH W. & NO.JORDAN
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 21.161,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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 384,  Location: 200 WEST 4500 SO. MURRAY (Lat: 40.674461,  Lng: -111.896689),  Route carried "under" structure: State highway 266,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 41,218 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-266, 4500 SOUTH ST.,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 5.015,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: C 385,  Location: 100 W.4500 SO.IN MURRAY (Lat: 40.674450,  Lng: -111.894128),  Route carried "under" structure: State highway 266,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 41,218 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-266, 4500 SO. ST.,  Facility Carried by Structure: UTA,LIGHT RAIL LN.
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 5.231,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.0m (39.4ft)

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Structure Number: C 505,  Location: 300 WEST 6300 SO. MURRAY (Lat: 40.634853,  Lng: -111.898386),  Route carried "under" structure: Interstate 215,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: UTA,LIGHT RAIL LN.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.050,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: C 508,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.634792,  Lng: -111.902008),  Route carried "under" structure: Interstate 215,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 99,266 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 (SR-215) EBL,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 16.898,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: C 509,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635731,  Lng: -111.901767),  Route carried "under" structure: Interstate 215,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 (SR-215) WBL,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 18.288,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: C 561,  Location: 200 WEST 5300 SO.,MURRAY (Lat: 40.655203,  Lng: -111.898253),  Route carried "under" structure: State highway 173,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 26,114 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-173, 5300 SOUTH ST.,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 15.151,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: C 579,  Location: 200 W.5300 SO.IN MURRAY (Lat: 40.655275,  Lng: -111.897844),  Route carried "under" structure: State highway 173,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 26,114 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-173,5300 SOUTH ST.,  Facility Carried by Structure: UTA,LIGHT RAIL LN.
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 15.187,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: C 584,  Location: 6300 SOUTH 300 W. MURRAY (Lat: 40.634600,  Lng: -111.898500),  Route carried "under" structure: Interstate 215,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: 300 WEST STREET
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 17.955,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: C 62,  Location: 6400 SOUTH & STATE ST. (Lat: 40.631383,  Lng: -111.889583),  Route carried "under" structure: Interstate 215,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 99,266 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: US-89 (SR-89)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 17.136,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.1m (184.1ft)

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Structure Number: C 621,  Location: 100 WEST 6400 SO MURRAY (Lat: 40.633139,  Lng: -111.893536),  Route carried "under" structure: Interstate 215,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: 6400 SOUTH STREET
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 17.395,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 66.1m (216.9ft)

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Structure Number: C 649,  Location: 6200 SOUTH 900 W. MURRAY (Lat: 40.637628,  Lng: -111.920711),  Route carried "under" structure: Interstate 215,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 4.99m (16.37ft),  Kilometerpoint: 19.969,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: C 705,  Location: 300 E. 6500 SO., MURRAY (Lat: 40.631036,  Lng: -111.881767),  Route carried "under" structure: Interstate 215,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 99,266 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: PEDESTRIAN O'P
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 16.485,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: C 725,  Location: 6500 SO.700 EAST, S.L.CO. (Lat: 40.629703,  Lng: -111.872064),  Route carried "under" structure: Interstate 215,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-215 (SR-215) EBL & WB,  Facility Carried by Structure: 700 EAST STREET
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 15.641,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: C 814,  Location: 500 W.VINE STREET, MURRAY (Lat: 40.660675,  Lng: -111.901903),  Route carried "under" structure: Interstate 15,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 204,870 (year 2020),  Truck Traffic: 14%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: VINE STREET
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 483.988,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: C 92,  Location: Near 6400 S.300 W.Murray (Lat: 40.634844,  Lng: -111.898286),  Route carried "under" structure: Interstate 215,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 (SR-215), EB Ramp,  Facility Carried by Structure: UTA TRAX
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 18.042,  Lanes under structure: 11,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: F 131,  Location: 6200 SO. 700 W. IN MURRAY (Lat: 40.635700,  Lng: -111.910200),  Route carried "under" structure: Interstate 215,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: 700 WEST STREET
Minimum Vertical Clearance: 4.96m (16.27ft),  Kilometerpoint: 18.953,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: F 506,  Location: 2000 EAST 6450 SO.SLC.CO. (Lat: 40.633417,  Lng: -111.834175),  Route carried "under" structure: Interstate 215,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 79,810 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-215 EBL & On-Ramp,  Facility Carried by Structure: SR-152, 20TH E.ST.
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 12.402,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: F 773,  Location: 200 W.4500 So.,Murray (Lat: 40.674453,  Lng: -111.896567),  Route carried "under" structure: State highway 266,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 41,218 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-266 (4500 SO.),  Facility Carried by Structure: UTA FRONT RUNNER
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 5.025,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: F 776,  Location: 900 Feet East of I-15 (Lat: 40.655236,  Lng: -111.898072),  Route carried "under" structure: State highway 173,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 26,114 (year 2020),  Truck Traffic: 8%,  Features Intersected: 5300 South,  Facility Carried by Structure: UTA, FRONT RUNNER
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 15.167,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: F 778,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635703,  Lng: -111.901664),  Route carried "under" structure: Interstate 215,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215WB (SR-215),  Facility Carried by Structure: UTA, FRONT RUNNER
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 18.279,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: F 838,  Location: 160 W. 4500 S., MURRAY (Lat: 40.674506,  Lng: -111.895583),  Route carried "under" structure: State highway 266,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 41,218 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-266, 4500 SOUTH ST.,  Facility Carried by Structure: 160 W.ST.IN MURRAY
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 5.100,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: F 849,  Location: Within 6400 So. Intchg. (Lat: 40.634800,  Lng: -111.901889),  Route carried "under" structure: Interstate 215,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215EB, (SR-215),  Facility Carried by Structure: UTA, FRT.RUN'R
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 18.347,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: R 8,  Location: 575 EAST 6500 SO MURRAY (Lat: 40.630367,  Lng: -111.875336),  Route carried "under" structure: Interstate 215,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: PIPE FLUME-IRRIG.
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 15.936,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: R 32,  Location: WEST OF 9TH EAST STRUCT. (Lat: 40.630250,  Lng: -111.866739),  Route carried "under" structure: Interstate 215,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: JORDAN & SL. CANAL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 15.208,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 57.9m (190.0ft)

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Structure Number: R 34,  Location: EAST OF 7TH EAST STRUCT. (Lat: 40.630211,  Lng: -111.871892),  Route carried "under" structure: Interstate 215,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-215 (SR-215) EBL, WBL,  Facility Carried by Structure: PIPE FLUME-IRRIG.
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 15.644,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: R 35,  Location: WEST OF 9TH EAST STRUCT. (Lat: 40.630253,  Lng: -111.866453),  Route carried "under" structure: Interstate 215,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-215 (SR-215) EBL & WBL,  Facility Carried by Structure: PIPE FLUME-IRRIG.
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 15.184,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 56.7m (186.0ft)

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Structure Number: R 59,  Location: Approx. 1500 E. & I-2 (Lat: 40.630914,  Lng: -111.848719),  Route carried "under" structure: Interstate 215,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 79,810 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-215 (SR-215) EBL &,  Facility Carried by Structure: PIPE FLUME-IRRIG.
Minimum Vertical Clearance: 9.04m (29.66ft),  Kilometerpoint: 13.681,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 1C 832N,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.634586,  Lng: -111.904897),  Route carried "under" structure: Interstate 215,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 EB RAMP to I-15 NB,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 18.520,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.7m (156.5ft)

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Structure Number: 1C 833,  Location: 400 W.6400 SO.IN MURRAY (Lat: 40.631022,  Lng: -111.902375),  Route carried "under" structure: Interstate 215,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: UPRR, ,6400 S.& I-215EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 18.277,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: 1C 836N,  Location: 500 WEST 5900 SO.-MURRAY (Lat: 40.642694,  Lng: -111.902783),  Route carried "under" structure: City street 2102,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 11,084 (year 2020),  Features Intersected: 5900 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 1F 613N,  Location: 500 WEST 6400 SO.-MURRAY (Lat: 40.631950,  Lng: -111.904411),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2020),  Features Intersected: 6400 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 10.90m (35.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 1F 615N,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635861,  Lng: -111.904750),  Route carried "under" structure: Interstate 215,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 107,080 (year 2020),  Truck Traffic: 17%,  Features Intersected: I-215 WB RAMP to I-15 SB,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 18.487,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: 1F 616N,  Location: 5300 SOUTH INTERCHANGE (Lat: 40.654378,  Lng: -111.901597),  Route carried "under" structure: State highway 173,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 33,834 (year 2020),  Truck Traffic: 7%,  Features Intersected: SR-173,5300 SO.INT.X-RD.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 14.610,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.4m (221.1ft)

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Structure Number: 1F 617N,  Location: 4500 SOUTH INTERCHANGE (Lat: 40.674067,  Lng: -111.901322),  Route carried "under" structure: State highway 266,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 37,695 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-266,4500 SO.INT.X-RD.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 4.553,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.4m (201.4ft)

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Structure Number: 1F 649N,  Location: 500 WEST 4800 SO. MURRAY (Lat: 40.667131,  Lng: -111.901208),  Route carried "under" structure: City street 2142,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,378 (year 2020),  Features Intersected: 4800 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 1F 664,  Location: 400 W.6400 SO.IN MURRAY (Lat: 40.631014,  Lng: -111.902211),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Features Intersected: LT.RAIL SPUR & 6400 S.ST,  Facility Carried by Structure: RP.I15NB to I215EB
Minimum Vertical Clearance: 11.96m (39.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 2C 554,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.636550,  Lng: -111.906958),  Route carried "under" structure: Interstate 215,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 (SR-215) WBL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 18.680,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 3C 832S,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635208,  Lng: -111.905144),  Route carried "under" structure: Interstate 215,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215EB & RAMP to I-,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 18.647,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.1m (154.5ft)

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Structure Number: 3C 834,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.635250,  Lng: -111.905411),  Route carried "under" structure: Interstate 215,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215EB & RAMP to I-
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 18.625,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.6m (156.2ft)

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Structure Number: 3C 835,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.636606,  Lng: -111.905142),  Route carried "under" structure: Interstate 215,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215 WB RAMP to I-15 SB
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 18.620,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.6m (205.4ft)

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Structure Number: 3C 836S,  Location: 500 WEST 5900 SO.,MURRAY (Lat: 40.643158,  Lng: -111.903039),  Route carried "under" structure: City street 2102,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 11,084 (year 2020),  Features Intersected: 5900 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.3m (115.8ft)

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Structure Number: 3F 613S,  Location: 500 WEST 6400 SO.-MURRAY (Lat: 40.632575,  Lng: -111.904942),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2020),  Features Intersected: 6400 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 11.20m (36.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 3F 614,  Location: 500 WEST 6400 SO.-MURRAY (Lat: 40.632528,  Lng: -111.905217),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2020),  Features Intersected: WINCHESTER AVE.,  Facility Carried by Structure: RP.I215EB TO I15SB
Minimum Vertical Clearance: 9.40m (30.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 3F 615S,  Location: 6400 SOUTH INTERCHANGE (Lat: 40.636597,  Lng: -111.904875),  Route carried "under" structure: Interstate 215,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 91,598 (year 2020),  Truck Traffic: 16%,  Features Intersected: I-215WB and RAMP TO I-,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 18.615,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 62.0m (203.4ft)

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Structure Number: 3F 616S,  Location: 5300 SOUTH INTERCHANGE (Lat: 40.655114,  Lng: -111.901864),  Route carried "under" structure: State highway 173,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 26,114 (year 2020),  Truck Traffic: 8%,  Features Intersected: SR-173,5300 SO.INT.X-RD.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 14.861,  Lanes on structure: 5,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.4m (221.1ft)

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Structure Number: 3F 617S,  Location: 4500 SOUTH INTERCHANGE (Lat: 40.674833,  Lng: -111.901647),  Route carried "under" structure: Interstate 266,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 37,695 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-266,4500 SO.INT.X-RD.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 4.537,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.4m (201.4ft)

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Structure Number: 3F 649S,  Location: 500 WEST 4800 SO. MURRAY (Lat: 40.667547,  Lng: -111.901572),  Route carried "under" structure: City street 2142,  Year Built: 1999,  Structure Length: 0. m,  Features Intersected: 4800 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.57m (18.27ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 4F 283,  Location: 6200 SO.1400 WEST,SL.CO. (Lat: 40.644775,  Lng: -111.931775),  Route carried "under" structure: County highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 2020),  Features Intersected: 14TH W. & NO.JORDAN,  Facility Carried by Structure: I-215 (SR-215) WBL
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)