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

Find on map >>   Show street view

Structure Number: 35036F,  Location: 480 E. 8000 S., SANDY (Lat: 40.605856,  Lng: -111.877564),  Route carried "on" structure: City street 2090,  Year Built: 1985,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 625 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 8000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  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: 19.8 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: 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: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 35038D,  Location: 240 E. 8680 S., SANDY (Lat: 40.593808,  Lng: -111.883600),  Route carried "on" structure: City street 2086,  Year Built: 2003,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 1,289 (year 2020),  Average Future Daily Traffic: 1,611 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 8680 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.612,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Better than 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: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35039E,  Location: 250 E. 8720 S., SANDY (Lat: 40.593086,  Lng: -111.884725),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 3,233 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,928 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 8720 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.015,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: Febuary 2020

Find on map >>   Show street view

Structure Number: 35040E,  Location: 200 E. 8800 S., SANDY (Lat: 40.591667,  Lng: -111.884906),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,626 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,976 (year 2040),  Design Load: HL 93,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 8800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.3 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: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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

Find on map >>   Show street view

Structure Number: 35045E,  Location: 150 E. 11000 S., SANDY (Lat: 40.551581,  Lng: -111.886192),  Route carried "on" structure: City street 2061,  Year Built: 1996,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 9,251 (year 2020),  Average Future Daily Traffic: 11,564 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 11000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.663,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Channel: Good,  Culverts: 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: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 35051F,  Location: 50 W. 9400 S., SANDY (Lat: 40.580611,  Lng: -111.892614),  Route carried "on" structure: City street 2098,  Year Built: 1980,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,429 (year 2020),  Average Future Daily Traffic: 3,036 (year 2040),  Design Load: HL 93,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 9400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.566,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35052E,  Location: 50 W. 8755 S., SANDY (Lat: 40.592222,  Lng: -111.891311),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 504 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 612 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: COTTAGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 83.9 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: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 35053E,  Location: 50 W. 8720 S., SANDY (Lat: 40.593133,  Lng: -111.892231),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 0.95m (3.12ft),  Average Daily Traffic: 460 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 559 (year 2040),  Design Load: HL 93,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 8720 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 35157E,  Location: 75 W. 11000 S., SANDY (Lat: 40.551597,  Lng: -111.892050),  Route carried "on" structure: City street 2061,  Year Built: 1995,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 497 (year 2020),  Average Future Daily Traffic: 621 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 11000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.167,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 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: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 35158D,  Location: 100 E. 10000 S., SANDY (Lat: 40.569728,  Lng: -111.889244),  Route carried "on" structure: City street 2080,  Year Built: 1995,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 9,322 (year 2020),  Average Future Daily Traffic: 11,653 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 10000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.558,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 30.5m (100.1ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 35159V,  Location: ADJACENT TO JORDAN HIGH (Lat: 40.571958,  Lng: -111.886583),  Route carried "on" structure: City street 2080,  Year Built: 1995,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,322 (year 2020),  Average Future Daily Traffic: 11,653 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: SEGO LILY DRIVE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 7.909,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 35162F,  Location: 3040 E.COBBLE CAN.LN.SL.C (Lat: 40.588742,  Lng: -111.807047),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 378 (year 2020),  Average Future Daily Traffic: 459 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE COTTONWOOD CREEK,  Facility Carried by Structure: COBBLE CANYON LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.038,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very 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: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 35176E,  Location: 8900 S. 200 E., SANDY (Lat: 40.589250,  Lng: -111.885278),  Route carried "on" structure: ServiceOther road ,  Year Built: 1999,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 2,520 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,062 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: UTA PARKING LOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

Find on map >>   Show street view

Structure Number: 35184D,  Location: 255 W. 9760 S., SANDY (Lat: 40.575861,  Lng: -111.899358),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 2,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,062 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: TOWNE RIDGE PRKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 22.9m (75.1ft)

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: 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 35185D,  Location: 200 W. 9750 S., SANDY (Lat: 40.575792,  Lng: -111.895953),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,520 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,062 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: TOWNE RIDGE PRKWY.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 35211F,  Location: 100 E. 10600 S., SANDY (Lat: 40.558858,  Lng: -111.888792),  Route carried "on" structure: City street 2078,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 23,677 (year 2020),  Average Future Daily Traffic: 29,596 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.616,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: High priority of corrective action,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: D 856,  Location: SR-151 over Monroe Street (Lat: 40.558953,  Lng: -111.897292),  Route carried "on" structure: State highway 151,  Year Built: 2017,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 41,373 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 51,716 (year 2040),  Design Load: HL 93,  Features Intersected: Monroe Street,  Facility Carried by Structure: 10600 South
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 6.805,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 55.7m (182.7ft)

Condition: Deck: Good,  Superstructure: Very 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: 39.5 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: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E107,  Location: APPROX. 10900 SO. STATE (Lat: 40.553550,  Lng: -111.890772),  Route carried "on" structure: US 89,  Year Built: 1956,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 31,209 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,011 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN & SALT LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 587.281,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: E2405,  Location: 100 E.9000 SO., SANDY (Lat: 40.588103,  Lng: -111.886944),  Route carried "on" structure: State highway 209,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 38,628 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 48,285 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: EAST JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.028,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: 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: 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: 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

Find on map >>   Show street view

Structure Number: E2543,  Location: At 9250 South State St. (Lat: 40.583064,  Lng: -111.890814),  Route carried "on" structure: US 89,  Year Built: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 22,216 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,770 (year 2040),  Design Load: HL 93,  Features Intersected: EAST JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 590.558,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 44.7 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: 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

Find on map >>   Show street view

Structure Number: E2544,  Location: APPROX. 9750 SO.STATE ST. (Lat: 40.574292,  Lng: -111.890825),  Route carried "on" structure: US 89,  Year Built: 2007,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 31,209 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,011 (year 2040),  Design Load: HL 93,  Features Intersected: EAST JORDAN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 589.584,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.5m (93.5ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 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,  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,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: E2546,  Location: At 10100 South State (Lat: 40.567319,  Lng: -111.890800),  Route carried "on" structure: US 89,  Year Built: 2006,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 31,209 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,011 (year 2040),  Design Load: HL 93,  Features Intersected: JORDAN & SALT LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 588.810,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.3 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: 38.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: F 58,  Location: 300 E.10600 S., SANDY (Lat: 40.558856,  Lng: -111.883058),  Route carried "on" structure: City street 2078,  Year Built: 1979,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 23,677 (year 2020),  Average Future Daily Traffic: 29,596 (year 2040),  Design Load: HL 93,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 10600 SO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.102,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  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: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: F 727,  Location: 10100 South 700 East (Lat: 40.568878,  Lng: -111.872131),  Route carried "on" structure: State highway 71,  Year Built: 2007,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 23,890 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 29,863 (year 2040),  Design Load: HL 93,  Features Intersected: DRY CK.,DIMPLE DELLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.366,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.5m (96.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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 desirable 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1F 609N,  Location: 9000 SOUTH INTERCHANGE (Lat: 40.587614,  Lng: -111.900142),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-209,9000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 476.267,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.6m (198.8ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 61.2 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: 44.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3F 609S,  Location: 9000 SOUTH INTERCHANGE (Lat: 40.588375,  Lng: -111.900617),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 166,420 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 208,025 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-209,9000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 476.162,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 61.1m (200.5ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 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: 44.7 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3F 646S,  Location: 400 W.10000 SO.IN SANDY (Lat: 40.570025,  Lng: -111.900122),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 166,420 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 208,025 (year 2040),  Design Load: HL 93,  Features Intersected: 10000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 474.122,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.9m (81.7ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 33.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3F 784,  Location: AT THE 114TH SO. INTCHG. (Lat: 40.544697,  Lng: -111.895022),  Route carried "on" structure: Interstate 15,  Year Built: 2010,  Status: Open,  Structure Length: 6.57m (21.56ft),  Average Daily Traffic: 156,021 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 195,026 (year 2040),  Design Load: HL 93,  Features Intersected: SR-175, 11400 SOUTH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 471.275,  Lanes on structure: 5,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.7m (87.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.6m (211.9ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 93.0 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: 68.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: C 807,  Location: WEST of 90TH SO. INTCHG. (Lat: 40.588006,  Lng: -111.902858),  Route carried "under" structure: State highway 209,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 39,693 (year 2020),  Truck Traffic: 24%,  Features Intersected: SR-209, 90th SOUTH ST.,  Facility Carried by Structure: UNION PACIFIC RR.
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 18.682,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

Find on map >>   Show street view

Structure Number: D 856,  Location: SR-151 over Monroe Street (Lat: 40.558953,  Lng: -111.897292),  Route carried "under" structure: Ramp State highway ,  Year Built: 2017,  Structure Length: 0. m,  Truck Traffic: 34%,  Features Intersected: Monroe Street,  Facility Carried by Structure: 10600 South
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.8m (38.7ft)

Find on map >>   Show street view

Structure Number: F 781,  Location: Sandy Utah (Lat: 40.588008,  Lng: -111.902714),  Route carried "under" structure: State highway 209,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 39,693 (year 2020),  Truck Traffic: 24%,  Features Intersected: SR-209, 9000 SOUTH,  Facility Carried by Structure: UTA, FRONT RUNNER
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 18.694,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.1m (85.6ft)

Find on map >>   Show street view

Structure Number: 3F 609S,  Location: 9000 SOUTH INTERCHANGE (Lat: 40.588375,  Lng: -111.900617),  Route carried "under" structure: State highway 209,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 19,851 (year 2020),  Truck Traffic: 34%,  Features Intersected: SR-209,9000 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 11.809,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.1m (200.5ft)

Find on map >>   Show street view

Structure Number: 3F 646S,  Location: 400 W.10000 SO.IN SANDY (Lat: 40.570025,  Lng: -111.900122),  Route carried "under" structure: City street ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2020),  Features Intersected: 10000 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

Find on map >>   Show street view

Structure Number: 3F 784,  Location: AT THE 114TH SO. INTCHG. (Lat: 40.544697,  Lng: -111.895022),  Route carried "under" structure: State highway 175,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 20,009 (year 2020),  Truck Traffic: 29%,  Features Intersected: SR-175, 11400 SOUTH ST.,  Facility Carried by Structure: I-15 SB (SR-15)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 125.529,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.6m (211.9ft)