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

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Structure Number: 35012D,  Location: 650 W. 4800 S., TAYLORSV. (Lat: 40.666864,  Lng: -111.908653),  Route carried "on" structure: City street 2142,  Year Built: 1960,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 8,378 (year 2020),  Average Future Daily Traffic: 10,473 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: 4800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.589,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 32.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35082D,  Location: 5900 S. 2700 W.,TAYLORSV. (Lat: 40.644875,  Lng: -111.957858),  Route carried "on" structure: City street 2040,  Year Built: 1969,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 12,140 (year 2020),  Average Future Daily Traffic: 15,175 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH AND SALT LAKE CAN,  Facility Carried by Structure: 2700 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.542,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35083D,  Location: 2225 W. 6200 S.,TAYLORSV. (Lat: 40.638578,  Lng: -111.948897),  Route carried "on" structure: City street 2120,  Year Built: 1994,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 22,151 (year 2020),  Average Future Daily Traffic: 27,689 (year 2040),  Design Load: HL 93,  Features Intersected: UTAH AND SALT LAKE CAN,  Facility Carried by Structure: 6200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.399,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35084C,  Location: 6225 S. 2200 W.,TAYLORSV. (Lat: 40.637936,  Lng: -111.948342),  Route carried "on" structure: City street 2085,  Year Built: 1981,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 1,250 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UT AND SL CANAL,  Facility Carried by Structure: 2200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.417,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 32.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35085F,  Location: 6440 S. 2200 W.,TAYLORSV. (Lat: 40.634008,  Lng: -111.948319),  Route carried "on" structure: City street 2085,  Year Built: 1975,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 1,250 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH AND SALT LAKE CAN,  Facility Carried by Structure: 2200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.981,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 40.5 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: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35086D,  Location: 5380 S. 3200 W.,TAYLORSV. (Lat: 40.654169,  Lng: -111.967403),  Route carried "on" structure: City street 2094,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,833 (year 2020),  Average Future Daily Traffic: 11,041 (year 2040),  Design Load: HL 93,  Features Intersected: UTAH AND SALT LAKE CANAL,  Facility Carried by Structure: 3200 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.051,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35087D,  Location: 4990 S. 3600 W.,TAYLORSV. (Lat: 40.660300,  Lng: -111.977000),  Route carried "on" structure: City street 2164,  Year Built: 1971,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 7,498 (year 2020),  Average Future Daily Traffic: 9,373 (year 2040),  Design Load: HL 93,  Features Intersected: UTAH AND SALT LAKE CAN,  Facility Carried by Structure: 3600 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.6m (44.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35089D,  Location: 4750 S. 4000 W.,TAYLORSV. (Lat: 40.666653,  Lng: -111.986725),  Route carried "on" structure: City street 2160,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,679 (year 2020),  Average Future Daily Traffic: 3,349 (year 2040),  Design Load: HL 93,  Features Intersected: UTAH AND SALT LAKE CAN,  Facility Carried by Structure: 4000 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.125,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 20.4 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35090F,  Location: 1100 W. 3950 S., SL.CO. (Lat: 40.686278,  Lng: -111.921353),  Route carried "on" structure: County highway 2172,  Year Built: 1966,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 27,378 (year 2020),  Average Future Daily Traffic: 34,223 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: 3950 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.486,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 65.4 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: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 35118F,  Location: 2600 W. 4200 S.,TAYLORSV. (Lat: 40.679778,  Lng: -111.955056),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 1,197 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,454 (year 2040),  Design Load: HL 93,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: DUTCH DRAW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.9 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: 16.2 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35125C,  Location: 1300 W. 5800 S., MURRAY (Lat: 40.647253,  Lng: -111.929336),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 6,647 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,075 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: BULLION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.4 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: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35144D,  Location: 3330 W. 4700 S., W.VALLEY (Lat: 40.667583,  Lng: -111.970850),  Route carried "on" structure: City street 2240,  Year Built: 1975,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 15,955 (year 2020),  Average Future Daily Traffic: 19,944 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH JORDAN CANAL,  Facility Carried by Structure: 4700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.560,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35175D,  Location: 1250 W. 5960 S., MURRAY (Lat: 40.643186,  Lng: -111.931458),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 504 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 612 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH JORDAN CANAL,  Facility Carried by Structure: 5960 SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.008,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 23.0 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 35218F,  Location: 5610 S. 2930 W.,TAYLORSV. (Lat: 40.649144,  Lng: -111.962025),  Route carried "on" structure: ServiceCity street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,450 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH AND SALT LAKE CANAL,  Facility Carried by Structure: SIERRA DR.(2930 W)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 629,  Location: 2300 WEST 4100 SOUTH (Lat: 40.682136,  Lng: -111.952042),  Route carried "on" structure: City street 2172,  Year Built: 1976,  Status: Posted for load,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 25,799 (year 2020),  Average Future Daily Traffic: 32,249 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-215 (SR-215) NBL & SBL,  Facility Carried by Structure: 4100 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.813,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 24.6 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: 14.6 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Critical Feature Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E1283,  Location: 1625 WEST 4700 SOUTH (Lat: 40.667653,  Lng: -111.937436),  Route carried "on" structure: State highway 266,  Year Built: 1966,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 26,200 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 32,750 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.407,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: E1286,  Location: 600 WEST 4700 SOUTH (Lat: 40.674911,  Lng: -111.911561),  Route carried "on" structure: State highway 266,  Year Built: 1966,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 37,695 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,119 (year 2040),  Design Load: H 15,  Features Intersected: BRIGHTON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.752,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: E1909,  Location: EAST OF REDWOOD ROAD (Lat: 40.653008,  Lng: -111.929686),  Route carried "on" structure: State highway 173,  Year Built: 1974,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 27,237 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,046 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.471,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: E2113,  Location: 3100 W. 5400 SO.IN KEARNS (Lat: 40.653094,  Lng: -111.966314),  Route carried "on" structure: State highway 173,  Year Built: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 40,119 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 50,149 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.373,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: E215,  Location: 6400 SOUTH REDWOOD ROAD (Lat: 40.634367,  Lng: -111.938756),  Route carried "on" structure: State highway 68,  Year Built: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 39,305 (year 2020),  Truck Traffic: 26%,  Average Future Daily Traffic: 49,131 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH JORDAN CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 80.636,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: E2374,  Location: 4900 S. 3800 W., SL. CO. (Lat: 40.662750,  Lng: -111.981536),  Route carried "on" structure: State highway 154,  Year Built: 1992,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 58,512 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 73,140 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UTAH AND SALT LAKE CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 26.734,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: F 115,  Location: WEST OF I-15 INTERCHANGE (Lat: 40.674861,  Lng: -111.908244),  Route carried "on" structure: State highway 266,  Year Built: 1966,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 37,695 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 47,119 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.034,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.9m (78.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1C 528,  Location: 4700 SOUTH INTERCHANGE (Lat: 40.667297,  Lng: -111.952411),  Route carried "on" structure: Interstate 215,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 93,857 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 117,321 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-266,4700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.982,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 24.9 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: 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

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Structure Number: 1C 587,  Location: 2300 WEST 5400 SOUTH (Lat: 40.652350,  Lng: -111.952297),  Route carried "on" structure: Interstate 215,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 81,507 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 101,884 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-173,5400 SO. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.322,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Steel 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: 24.0m (78.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.0 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: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1C1041,  Location: NB SR 154 over SR 173 (Lat: 40.652672,  Lng: -111.981033),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 55,137 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,921 (year 2040),  Design Load: HL 93,  Features Intersected: 5400 S (SR 173),  Facility Carried by Structure: NB Bangerter Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.589,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 76.8m (252.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 2C 585,  Location: REDWOOD ROAD INTERCHANGE (Lat: 40.644528,  Lng: -111.939714),  Route carried "on" structure: Interstate 215,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 81,507 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 101,884 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-68 REDWOOD ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 21.888,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: Bituminous

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Structure Number: 2F 283,  Location: 6200 SO.1400 WEST,SL.CO. (Lat: 40.644550,  Lng: -111.932703),  Route carried "on" structure: Interstate 215,  Year Built: 1977,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.89m (16.04ft),  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: 21.295,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.6m (100.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 30.6m (100.4ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: 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: 3C 528,  Location: 4700 SOUTH INTERCHANGE (Lat: 40.667939,  Lng: -111.952789),  Route carried "on" structure: Interstate 215,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 5.71m (18.73ft),  Average Daily Traffic: 93,857 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 117,321 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-266,4700 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.156,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.9m (137.5ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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,  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

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Structure Number: 3C 587,  Location: 2300 WEST 5400 SOUTH (Lat: 40.653739,  Lng: -111.952753),  Route carried "on" structure: Interstate 215,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 81,507 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 101,884 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-173,5400 SO. STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 23.580,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Steel 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: 27.0m (88.6ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 3C1041,  Location: Bangerter over 5400 S (Lat: 40.652672,  Lng: -111.981036),  Route carried "on" structure: State highway 154,  Year Built: 2018,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 55,137 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 68,921 (year 2040),  Design Load: HL 93,  Features Intersected: 5400 S (SR 173),  Facility Carried by Structure: SB Bangerter Hwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.604,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 76.8m (252.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4C 585,  Location: Redwd.Rd.Intchg.-60th So. (Lat: 40.644800,  Lng: -111.938383),  Route carried "on" structure: Interstate 215,  Year Built: 1976,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.16m (20.21ft),  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: SR-68 REDWOOD ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 21.720,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.5m (106.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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: Bituminous

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Structure Number: 1C1066,  Location: Bangerter Hwy Over 6200 S (Lat: 40.638525,  Lng: -111.977608),  Route carried "on" structure: State highway 154,  Year Built: 2021,  Status: Open,  Structure Length: 6.12m (20.08ft),  Average Daily Traffic: 58,433 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 73,041 (year 2040),  Design Load: HL 93,  Features Intersected: 6200 South
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.979,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.2m (200.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.4 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: 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 10 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 629,  Location: 2300 WEST 4100 SOUTH (Lat: 40.682136,  Lng: -111.952042),  Route carried "under" structure: Interstate 215,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 93,857 (year 2020),  Truck Traffic: 13%,  Features Intersected: I-215 (SR-215) NBL & SBL,  Facility Carried by Structure: 4100 SOUTH STREET
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 26.582,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: C 675,  Location: 4400 SOUTH REDWOOD ROAD (Lat: 40.675489,  Lng: -111.938858),  Route carried "under" structure: State highway 68,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 46,483 (year 2020),  Truck Traffic: 24%,  Features Intersected: SR-68,  Facility Carried by Structure: EISENHWR.PED.O
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 85.201,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.1m (108.6ft)

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Structure Number: 1C 528,  Location: 4700 SOUTH INTERCHANGE (Lat: 40.667297,  Lng: -111.952411),  Route carried "under" structure: State highway 266,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 41,449 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-266,4700 SOUTH STREET,  Facility Carried by Structure: I-215 (SR-215) NBL
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.097,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 1C 587,  Location: 2300 WEST 5400 SOUTH (Lat: 40.652350,  Lng: -111.952297),  Route carried "under" structure: State highway 173,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 40,967 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR-173,5400 SO. STREET,  Facility Carried by Structure: I-215 (SR-215) NBL
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.298,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 1C1041,  Location: NB SR 154 over SR 173 (Lat: 40.652672,  Lng: -111.981033),  Route carried "under" structure: State highway 173,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 36,579 (year 2020),  Truck Traffic: 20%,  Features Intersected: 5400 S (SR 173),  Facility Carried by Structure: NB Bangerter Hwy
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 8.079,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 2C 585,  Location: REDWOOD ROAD INTERCHANGE (Lat: 40.644528,  Lng: -111.939714),  Route carried "under" structure: State highway 68,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 66,927 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-68 REDWOOD ROAD,  Facility Carried by Structure: I-215 (SR-215) EBL
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 81.634,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 2F 283,  Location: 6200 SO.1400 WEST,SL.CO. (Lat: 40.644550,  Lng: -111.932703),  Route carried "under" structure: County highway 2066,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 9,151 (year 2020),  Features Intersected: 14TH W. & NO.JORDAN,  Facility Carried by Structure: I-215 (SR-215) EBL
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 3C 528,  Location: 4700 SOUTH INTERCHANGE (Lat: 40.667939,  Lng: -111.952789),  Route carried "under" structure: State highway 266,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 41,449 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-266,4700 SOUTH STREET,  Facility Carried by Structure: I-215 (SR-215) SBL
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.048,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: 3C 587,  Location: 2300 WEST 5400 SOUTH (Lat: 40.653739,  Lng: -111.952753),  Route carried "under" structure: State highway 173,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 40,967 (year 2020),  Truck Traffic: 12%,  Features Intersected: SR-173,5400 SO. STREET,  Facility Carried by Structure: I-215 (SR-215) SBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 10.264,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 3C1041,  Location: Bangerter over 5400 S (Lat: 40.652672,  Lng: -111.981036),  Route carried "under" structure: State highway 173,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 36,579 (year 2020),  Truck Traffic: 20%,  Features Intersected: 5400 S (SR 173),  Facility Carried by Structure: SB Bangerter Hwy
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 8.087,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 4C 585,  Location: Redwd.Rd.Intchg.-60th So. (Lat: 40.644800,  Lng: -111.938383),  Route carried "under" structure: State highway 68,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 66,927 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-68 REDWOOD ROAD,  Facility Carried by Structure: I-215 (SR-215) WBL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 81.671,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 1C1066,  Location: Bangerter Hwy Over 6200 S (Lat: 40.638525,  Lng: -111.977608),  Route carried "under" structure: City street 2120,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 30,082 (year 2020),  Features Intersected: 6200 South,  Facility Carried by Structure: SR-154NB Bangerter
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 4.023,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.2m (200.8ft)