Bridge Statistics for South Salt Lake, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 3F 653,  Location: 350 W. 2250 SO., SO. SL. (Lat: 40.722714,  Lng: -111.905300),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 4.32m (14.17ft),  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: 2250 SOUTH ST. & UPR
Minimum Vertical Clearance: 5.62m (18.44ft),  Kilometerpoint: 0.165,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.6 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: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 654,  Location: 400 W. 2250 SO., SO. SL. (Lat: 40.722961,  Lng: -111.905492),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 6.89m (22.60ft),  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, LINE to WEST VALLEY
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.674,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.8 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: 37.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 665,  Location: 2400 SOUTH INTERCHANGE (Lat: 40.719022,  Lng: -111.905867),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 8.29m (27.20ft),  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: RAMP,I15SB DIST.to I15SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.219,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.3 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: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4C 837,  Location: 750 W. 2100 SO. ST.,SLC. (Lat: 40.724978,  Lng: -111.911869),  Route carried "on" structure: Ramp State highway 201,  Year Built: 2000,  Status: Open,  Structure Length: 9.07m (29.76ft),  Average Daily Traffic: 15,981 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 19,976 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR201WB OFF-RAMPto 900 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.3m (155.2ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 40.8 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,  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: 4C 841,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724086,  Lng: -111.906500),  Route carried "on" structure: Ramp State highway 15,  Year Built: 2000,  Status: Open,  Structure Length: 27.97m (91.77ft),  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: 700 WEST ST. & UPRR
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.537,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 15PR3,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 71.3m (233.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.80m (81.36ft),  Designated Inspection Frequency: Every 25 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2019,  Bridge Improvement Cost: $3,996,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $6,594,000,  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: 4C 846,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718686,  Lng: -111.902456),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 72.27m (237.11ft),  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-15 & I15 COL-DIST.RPS.,  Facility Carried by Structure: RP.I80WB to SR201W
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.114,  Lanes on structure: 2,  Lanes under structure: 19,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 91.0m (298.6ft),  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: 76.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2019,  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: 4C 847,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718531,  Lng: -111.902461),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 32.86m (107.81ft),  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-15 (SR-15) & CD.RP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.184,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 67.0m (219.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: August 2019,  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: 4C 848,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718572,  Lng: -111.900517),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 16.21m (53.18ft),  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: RP.I80WB toI15NB &NB RPS
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 1.020,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 15NR3,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 53.9m (176.8ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.1 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: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4C 851,  Location: I15,180,SR201 INT.@2400 S (Lat: 40.718381,  Lng: -111.899208),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 28.35m (93.01ft),  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: STORM DRN.RETENTION POND
Minimum Vertical Clearance: 6.50m (21.33ft),  Kilometerpoint: 0.094,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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: June 2020,  Underwater Inspection Date: August 2019,  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: 4C 852,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718686,  Lng: -111.900536),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 43.82m (143.77ft),  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: STORM DRN.RETENTION POND
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.244,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 92.3 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: 52.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: August 2019,  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: 4C 853,  Location: I80-I15 INTCHG.@ 240 (Lat: 40.718283,  Lng: -111.899203),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 10.05m (32.97ft),  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 162,323 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 300 W.ST.IN SO.SALT LAKE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 197.792,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 50.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Inspection Date: June 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: 4C 855,  Location: 2400 SO. 200 WEST, SO.SL. (Lat: 40.718317,  Lng: -111.896447),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 162,323 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UTA LIGHT RAIL TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.025,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 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: 58.0 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4C 856,  Location: 2400 SO. 200 WEST, SO.SL. (Lat: 40.718492,  Lng: -111.896436),  Route carried "on" structure: Alternate Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 4.32m (14.17ft),  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 TRACKS,  Facility Carried by Structure: I-80 WB COL-DIST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.675,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 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: 58.6 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4C 956,  Location: 2400 So.300 E. in So.SL (Lat: 40.718356,  Lng: -111.882267),  Route carried "on" structure: Interstate 80,  Year Built: 2008,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 117,829 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 147,286 (year 2040),  Design Load: HL 93,  Features Intersected: 300 EAST STREET in So.SL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 199.222,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 61.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Inspection Date: June 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: 4F 620W,  Location: WEST OF 900 WEST INTCHG. (Lat: 40.724456,  Lng: -111.923606),  Route carried "on" structure: State highway 201,  Year Built: 2000,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 94,191 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 117,739 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.003,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very 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: 40.8 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: 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: December 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: 4F 621W,  Location: 215O SOUTH 900 WEST, SLC. (Lat: 40.724208,  Lng: -111.916625),  Route carried "on" structure: State highway 201,  Year Built: 2000,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 94,191 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 117,739 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 900 WEST ST.,INTCHG.X-RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.593,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.7m (84.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 67.5m (221.5ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 52.8 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  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: 4F 623,  Location: 2400 SO.300 WEST, SO.SL. (Lat: 40.718550,  Lng: -111.899133),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 4.59m (15.06ft),  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: 300 WEST STREET,  Facility Carried by Structure: I-80 (SR-80) WBL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.903,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 15NR3,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 23.6m (77.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  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: 43.1 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 25 months,  Inspection Date: June 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: 4F 626W,  Location: 2400 SO. MAIN in SO.SL. (Lat: 40.718331,  Lng: -111.890675),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 162,323 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.512,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.7m (120.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.1m (82.3ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.5 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: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Inspection Date: June 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: 4F 651W,  Location: 2400 SOUTH WEST TEMPLE (Lat: 40.718328,  Lng: -111.893589),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 3.59m (11.78ft),  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 162,323 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WEST TEMPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 198.266,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.7 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 26 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 652,  Location: 2400 SO.W.TEMPLE in SO.SL (Lat: 40.718494,  Lng: -111.893597),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 3.65m (11.98ft),  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: WEST TEMPLE STREET,  Facility Carried by Structure: I-80 WB COL-DIST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.5 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: 48.9 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 25 months,  Inspection Date: June 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: C 317,  Location: WEST of 3300 SO. INTCHG. (Lat: 40.699842,  Lng: -111.904239),  Route carried "under" structure: State highway 171,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 30,037 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-171,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 15.931,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: C 42,  Location: 2400 SOUTH STATE ST SO.SL (Lat: 40.718164,  Lng: -111.888700),  Route carried "under" structure: US 89,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 34,085 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR-89 (US-89) STATE ST.,  Facility Carried by Structure: I-80 (SR-80)
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 604.404,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.3m (109.3ft)

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Structure Number: C 813,  Location: 350 W. 2700 SOUTH, SO.SL. (Lat: 40.712650,  Lng: -111.904783),  Route carried "under" structure: Interstate 15,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 192,683 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-15 (SR-15) NBL & S,  Facility Carried by Structure: 2700 SOUTH STREET
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 489.783,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.7m (169.6ft)

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Structure Number: C1027,  Location: 0.3 MILES W. JCT I-215 (Lat: 40.712394,  Lng: -111.822672),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 7,905 (year 2020),  Truck Traffic: 58%,  Features Intersected: 2300 E Off Ramp,  Facility Carried by Structure: Ped Trail
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: F 85,  Location: West of I-15,3300 So.Int. (Lat: 40.699847,  Lng: -111.904094),  Route carried "under" structure: State highway 171,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 30,037 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-171, 3300 SOUTH ST.,  Facility Carried by Structure: UTA, FRONT RUNNER
Minimum Vertical Clearance: 5.35m (17.55ft),  Kilometerpoint: 15.943,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 1C 849,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.720917,  Lng: -111.903644),  Route carried "under" structure: Interstate 15,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 270,324 (year 2020),  Truck Traffic: 8%,  Features Intersected: I-15 & I-15 COL-DIST
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 491.373,  Lanes on structure: 1,  Lanes under structure: 18,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 86.5m (283.8ft)

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Structure Number: 1C 85,  Location: I15,I80,SR201 INT.@2 (Lat: 40.719103,  Lng: -111.903817),  Route carried "under" structure: Interstate 80,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-80 (SR-80) WBL,  Facility Carried by Structure: I-15NB.COL-DIST.RP
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 198.113,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 1C 860N,  Location: 400 WEST 2250 SO., SO.SL. (Lat: 40.722050,  Lng: -111.904228),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Features Intersected: ANDY AVE.(2250 S.)&,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 7.20m (23.62ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 1F 619N,  Location: 3300 SOUTH INTERCHANGE (Lat: 40.699431,  Lng: -111.901853),  Route carried "under" structure: State highway 171,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 30,037 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-171,3300 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 16.074,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.0m (226.4ft)

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Structure Number: 1F 628,  Location: 2400 SOUTH INTERCHANGE (Lat: 40.717769,  Lng: -111.904317),  Route carried "under" structure: Interstate 80,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-80 EBL & COL-DIST.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 197.403,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.2m (158.1ft)

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Structure Number: 1F 629,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.717444,  Lng: -111.904022),  Route carried "under" structure: Interstate 80,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-80 EBL.& EB.COL-DI,  Facility Carried by Structure: I-15 NB.COL-DI.RP.
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 198.117,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 1F 630N,  Location: 450 WEST 2100 SOUTH, SLC. (Lat: 40.725064,  Lng: -111.904181),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Features Intersected: 2100 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 1F 631,  Location: 2100 SOUTH INTERCHANGE (Lat: 40.725064,  Lng: -111.903556),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Features Intersected: 2100 SOUTH STREET,  Facility Carried by Structure: I-15 NB COL-DIST.
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.3m (145.3ft)

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Structure Number: 2C 838,  Location: E.of 900 W.INTCHG.@2 (Lat: 40.723900,  Lng: -111.914239),  Route carried "under" structure: Ramp State highway 201,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 94,191 (year 2020),  Truck Traffic: 20%,  Features Intersected: ON-RAMP,900 W.toSR-201EB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 26.567,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.2m (210.6ft)

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Structure Number: 2C 844,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724036,  Lng: -111.910508),  Route carried "under" structure: Interstate 15,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 247,095 (year 2020),  Truck Traffic: 7%,  Features Intersected: I-15, UPRR & RAMPS
Minimum Vertical Clearance: 7.43m (24.38ft),  Kilometerpoint: 491.737,  Lanes on structure: 2,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 101.1m (331.7ft)

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Structure Number: 2C 845,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724442,  Lng: -111.909925),  Route carried "under" structure: Ramp Interstate 15,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Features Intersected: UPRR,600W & I-15SB D
Minimum Vertical Clearance: 9.45m (31.00ft),  Kilometerpoint: 0.803,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.1m (269.4ft)

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Structure Number: 2C 956,  Location: 2400 South 300 East,So.SL (Lat: 40.718142,  Lng: -111.882917),  Route carried "under" structure: City street 2264,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,978 (year 2020),  Features Intersected: 300 EAST STREET in So.SL,  Facility Carried by Structure: I-80, (SR-80) EBL
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 2C 957,  Location: 2400 South 500 East, SLC (Lat: 40.718147,  Lng: -111.877167),  Route carried "under" structure: City street 2178,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 7,128 (year 2020),  Features Intersected: 500 EAST STREET in SLC,  Facility Carried by Structure: I-80 (SR-80) EBL
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 2F 621E,  Location: 2150 SOUTH 900 WEST, SLC (Lat: 40.724158,  Lng: -111.917911),  Route carried "under" structure: City street 2258,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 14,145 (year 2020),  Features Intersected: 900 WEST ST.,INTCHG.X-RD,  Facility Carried by Structure: SR-201 EBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.5m (221.5ft)

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Structure Number: 2F 624,  Location: 2410 SO. 300 W in SO. SL. (Lat: 40.717856,  Lng: -111.900189),  Route carried "under" structure: City street 2128,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 4,585 (year 2020),  Features Intersected: 300 WEST STREET,  Facility Carried by Structure: SR-80 (I-80) EBL
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 2F 625,  Location: 2410 SOUTH 300 WEST,SO.SL (Lat: 40.717683,  Lng: -111.900183),  Route carried "under" structure: City street 2128,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 4,585 (year 2020),  Features Intersected: 300 WEST STREET,  Facility Carried by Structure: RP.I-15NB toI-80EB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.8m (147.0ft)

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Structure Number: 2F 626E,  Location: 2400 SO Main in SO.SL. (Lat: 40.718100,  Lng: -111.891600),  Route carried "under" structure: City street 2148,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,666 (year 2020),  Features Intersected: MAIN STREET,  Facility Carried by Structure: SR-80 (I-80) EBL
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 2F 627,  Location: 2410 SO. MAIN in SO.SL. (Lat: 40.718000,  Lng: -111.891578),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Features Intersected: MAIN STREET,  Facility Carried by Structure: I-80 EBL OFF-RAMP
Minimum Vertical Clearance: 5.38m (17.65ft),  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: 25.1m (82.3ft)

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Structure Number: 2F 651E,  Location: 2400 SOUTH WEST TEMPLE (Lat: 40.718122,  Lng: -111.894406),  Route carried "under" structure: Alternate City street ,  Year Built: 2000,  Structure Length: 0. m,  Features Intersected: WEST TEMPLE STREET,  Facility Carried by Structure: I-80 (SR-80) EBL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 3C 859,  Location: I80-I15 INTCHG.@ 240 (Lat: 40.719486,  Lng: -111.904731),  Route carried "under" structure: Interstate 80,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 129,858 (year 2020),  Truck Traffic: 15%,  Features Intersected: I80EBL & RAMP FROM S,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 198.001,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.3m (145.3ft)

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Structure Number: 3C 860S,  Location: 400 WEST 2250 SO., SO.SL. (Lat: 40.722697,  Lng: -111.904689),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Features Intersected: ANDY AVE.(2250 S.)&,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.2m (135.2ft)

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Structure Number: 3C 862,  Location: 450 WEST 2250 SO., SO.SL. (Lat: 40.722692,  Lng: -111.905044),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Features Intersected: ANDY AVE.(2250 S.)&,  Facility Carried by Structure: RAMP to I-80 EB
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 3F 619S,  Location: 3300 SOUTH INTERCHANGE (Lat: 40.700375,  Lng: -111.902503),  Route carried "under" structure: State highway 171,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 30,037 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR-171, 33RD SOUTH ST.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 16.105,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 69.0m (226.4ft)

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Structure Number: 3F 653,  Location: 350 W. 2250 SO., SO. SL. (Lat: 40.722714,  Lng: -111.905300),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Features Intersected: 2250 SOUTH ST. & UPR,  Facility Carried by Structure: I15SBCD.Rp. toI80
Minimum Vertical Clearance: 7.44m (24.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 3F 665,  Location: 2400 SOUTH INTERCHANGE (Lat: 40.719022,  Lng: -111.905867),  Route carried "under" structure: Ramp Interstate 15,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 192,683 (year 2020),  Truck Traffic: 10%,  Features Intersected: RAMP,I15SB DIST.to I15SB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 490.430,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.0m (154.2ft)

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Structure Number: 4C 837,  Location: 750 W. 2100 SO. ST.,SLC. (Lat: 40.724978,  Lng: -111.911869),  Route carried "under" structure: Ramp State highway 201,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 94,191 (year 2020),  Truck Traffic: 20%,  Features Intersected: SR201WB OFF-RAMPto 900 W
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 26.836,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.3m (155.2ft)

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Structure Number: 4C 841,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.724086,  Lng: -111.906500),  Route carried "under" structure: ServiceCity street 15,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Features Intersected: 700 WEST ST. & UPRR
Minimum Vertical Clearance: 7.92m (25.98ft),  Kilometerpoint: 0.795,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.3m (233.9ft)

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Structure Number: 4C 846,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718686,  Lng: -111.902456),  Route carried "under" structure: Interstate 15,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 192,683 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-15 & I15 COL-DIST.RPS.,  Facility Carried by Structure: RP.I80WB to SR201W
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 490.583,  Lanes on structure: 2,  Lanes under structure: 19,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 91.0m (298.6ft)

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Structure Number: 4C 847,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718531,  Lng: -111.902461),  Route carried "under" structure: Interstate 15,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 192,683 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-15 (SR-15) & CD.RP
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 490.364,  Lanes on structure: 2,  Lanes under structure: 12,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.0m (219.8ft)

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Structure Number: 4C 848,  Location: I15,I80,SR201 INT.@2400 S (Lat: 40.718572,  Lng: -111.900517),  Route carried "under" structure: Ramp Interstate 80,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 56,191 (year 2020),  Truck Traffic: 15%,  Features Intersected: RP.I80WB toI15NB &NB RPS
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 193.359,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.9m (176.8ft)

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Structure Number: 4C 853,  Location: I80-I15 INTCHG.@ 240 (Lat: 40.718283,  Lng: -111.899203),  Route carried "under" structure: City street 2128,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 4,585 (year 2020),  Features Intersected: 300 W.ST.IN SO.SALT LAKE,  Facility Carried by Structure: I-80 WB COL-DIST.
Minimum Vertical Clearance: 11.66m (38.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 4C 956,  Location: 2400 So.300 E. in So.SL (Lat: 40.718356,  Lng: -111.882267),  Route carried "under" structure: City street 2264,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 5,978 (year 2020),  Features Intersected: 300 EAST STREET in So.SL,  Facility Carried by Structure: I-80WB, (SR-80)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 4F 621W,  Location: 215O SOUTH 900 WEST, SLC. (Lat: 40.724208,  Lng: -111.916625),  Route carried "under" structure: City street 2258,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 14,145 (year 2020),  Features Intersected: 900 WEST ST.,INTCHG.X-RD,  Facility Carried by Structure: SR-201 WBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.5m (221.5ft)

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Structure Number: 4F 623,  Location: 2400 SO.300 WEST, SO.SL. (Lat: 40.718550,  Lng: -111.899133),  Route carried "under" structure: City street 2128,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 4,585 (year 2020),  Features Intersected: 300 WEST STREET,  Facility Carried by Structure: I-80 (SR-80) WBL
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.0m (147.6ft)

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Structure Number: 4F 626W,  Location: 2400 SO. MAIN in SO.SL. (Lat: 40.718331,  Lng: -111.890675),  Route carried "under" structure: City street 2148,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 2,666 (year 2020),  Features Intersected: MAIN STREET,  Facility Carried by Structure: I-80 (SR-80) WBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.1m (82.3ft)

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Structure Number: 4F 651W,  Location: 2400 SOUTH WEST TEMPLE (Lat: 40.718328,  Lng: -111.893589),  Route carried "under" structure: City street 2176,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 6,580 (year 2020),  Features Intersected: WEST TEMPLE STREET,  Facility Carried by Structure: I-80 (SR-80) WBL
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 4F 652,  Location: 2400 SO.W.TEMPLE in SO.SL (Lat: 40.718494,  Lng: -111.893597),  Route carried "under" structure: City street 2176,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 6,580 (year 2020),  Features Intersected: WEST TEMPLE STREET,  Facility Carried by Structure: I-80 WB COL-DIST.
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)