Bridge Statistics for Riverton, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 171ft / 52.2mTotal length
- 424,723Total average daily traffic
- 79,651Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Riverton
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 91990-1999
- 42000-2009
- 42010-2019
- 32020-2022
- Bridge Condition - Deck
- 18.2%Very good
- 36.4%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Poor
- Bridge Condition - Substructure
- 27.3%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 81.8%Good
- 9.1%Satisfactory
- Bridge Condition - Culverts
- 60.0%Good
- 40.0%Satisfactory
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Structure Number: 35003D, Location: 2300 W.13400 S., RIVERTON (Lat: 40.507778, Lng: -111.950425), Route carried "on" structure: ServiceCity street 2035, Year Built: 1935, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,988 (year 2020), Average Future Daily Traffic: 11,235 (year 2040), Design Load: H 15, Features Intersected: UTAH & SALT LAKE CANAL, Facility Carried by Structure: 13400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.116, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35003D, Location: 2300 W.13400 S., RIVERTON (Lat: 40.507778, Lng: -111.950425), Route carried "on" structure: ServiceCity street 2035, Year Built: 1935, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,988 (year 2020), Average Future Daily Traffic: 11,235 (year 2040), Design Load: H 15, Features Intersected: UTAH & SALT LAKE CANAL, Facility Carried by Structure: 13400 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.116, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35005D, Location: 2400 W.11800 S., RIVERTON (Lat: 40.536858, Lng: -111.952267), Route carried "on" structure: City street 2067, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,713 (year 2020), Average Future Daily Traffic: 4,641 (year 2040), Design Load: HL 93, Features Intersected: UTAH AND SALT LAKE CANAL, Facility Carried by Structure: 11800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35005D, Location: 2400 W.11800 S., RIVERTON (Lat: 40.536858, Lng: -111.952267), Route carried "on" structure: City street 2067, Year Built: 1991, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,713 (year 2020), Average Future Daily Traffic: 4,641 (year 2040), Design Load: HL 93, Features Intersected: UTAH AND SALT LAKE CANAL, Facility Carried by Structure: 11800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.6m (44.6ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35041D, Location: 2300 W.13010 S., RIVERTON (Lat: 40.514614, Lng: -111.949783), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 13010 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.7 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: 32.4 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35041D, Location: 2300 W.13010 S., RIVERTON (Lat: 40.514614, Lng: -111.949783), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 13010 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.061, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), 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: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.7 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: 32.4 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35061E, Location: 2650 W.11625 S., RIVERTON (Lat: 40.540394, Lng: -111.956647), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,008 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDAS CREEK DRAIN, Facility Carried by Structure: 11625 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35061E, Location: 2650 W.11625 S., RIVERTON (Lat: 40.540394, Lng: -111.956647), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,008 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,225 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDAS CREEK DRAIN, Facility Carried by Structure: 11625 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 15.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35111D, Location: 13550 S.1300 W., RIVERTON (Lat: 40.504556, Lng: -111.929214), Route carried "on" structure: City street 2066, Year Built: 1994, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 9,151 (year 2020), Average Future Daily Traffic: 11,439 (year 2040), Design Load: HL 93, Features Intersected: SOUTH JORDAN CANAL, Facility Carried by Structure: 13550 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.336, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.2m (66.3ft)
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: 19.4 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: 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
Structure Number: 35111D, Location: 13550 S.1300 W., RIVERTON (Lat: 40.504556, Lng: -111.929214), Route carried "on" structure: City street 2066, Year Built: 1994, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 9,151 (year 2020), Average Future Daily Traffic: 11,439 (year 2040), Design Load: HL 93, Features Intersected: SOUTH JORDAN CANAL, Facility Carried by Structure: 13550 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.336, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 20.2m (66.3ft)
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: 19.4 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: 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
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Structure Number: 35169E, Location: 2350 W.11625 S., RIVERTON (Lat: 40.540067, Lng: -111.951447), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 819 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 995 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 11625 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.077, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.9m (42.3ft)
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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 35169E, Location: 2350 W.11625 S., RIVERTON (Lat: 40.540067, Lng: -111.951447), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 819 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 995 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH AND SALT LAKE CAN, Facility Carried by Structure: 11625 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.077, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.9m (42.3ft)
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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35177D, Location: 11900 S.3445 W., RIVERTON (Lat: 40.535283, Lng: -111.972811), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDAS CREEK DRAIN, Facility Carried by Structure: JANICE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.049, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 21.4m (70.2ft)
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: 19.4 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 desirable 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
Structure Number: 35177D, Location: 11900 S.3445 W., RIVERTON (Lat: 40.535283, Lng: -111.972811), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 630 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 765 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDAS CREEK DRAIN, Facility Carried by Structure: JANICE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.049, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 21.4m (70.2ft)
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: 19.4 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 desirable 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
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Structure Number: 35178V, Location: 3300 W.11800 S., RIVERTON (Lat: 40.536858, Lng: -111.970547), Route carried "on" structure: City street 2067, Year Built: 1999, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 3,713 (year 2020), Average Future Daily Traffic: 4,641 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDAS CREEK DRAIN, Facility Carried by Structure: 11800 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.450, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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
Structure Number: 35178V, Location: 3300 W.11800 S., RIVERTON (Lat: 40.536858, Lng: -111.970547), Route carried "on" structure: City street 2067, Year Built: 1999, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 3,713 (year 2020), Average Future Daily Traffic: 4,641 (year 2040), Design Load: HS 20+Mod, Features Intersected: MIDAS CREEK DRAIN, Facility Carried by Structure: 11800 SOUTH STREET
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.450, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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
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Structure Number: C 815, Location: 13600 SO.3600 W.-RIVERTON (Lat: 40.502189, Lng: -111.976406), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 38,707 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 48,384 (year 2040), Design Load: HS 20+Mod, Features Intersected: 3600 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.439, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.1m (154.5ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.8m (117.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.9 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: 24.0 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 815, Location: 13600 SO.3600 W.-RIVERTON (Lat: 40.502189, Lng: -111.976406), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 38,707 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 48,384 (year 2040), Design Load: HS 20+Mod, Features Intersected: 3600 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.439, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.1m (154.5ft), Curb-To-Curb Width: 33.8m (110.9ft), Out-to-Out Width: 35.8m (117.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.9 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: 24.0 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: 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E2439, Location: 2500 W.13800 SO.-RIVERTON (Lat: 40.500272, Lng: -111.953169), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 32,337 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 40,421 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.436, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.9m (94.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.0 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, 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
Structure Number: E2439, Location: 2500 W.13800 SO.-RIVERTON (Lat: 40.500272, Lng: -111.953169), Route carried "on" structure: State highway 154, Year Built: 1998, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 32,337 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 40,421 (year 2040), Design Load: HS 20+Mod, Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.436, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.9m (94.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.0 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: 29.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, 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: E2528, Location: 2300 W.126th SO.RIVERTON (Lat: 40.522300, Lng: -111.949553), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 30,096 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 37,620 (year 2040), Design Load: HL 93, Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.932, Lanes on structure: 4, Base Highway Network: Yes, 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: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 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
Structure Number: E2528, Location: 2300 W.126th SO.RIVERTON (Lat: 40.522300, Lng: -111.949553), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 30,096 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 37,620 (year 2040), Design Load: HL 93, Features Intersected: UTAH and SALT LAKE CAN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.932, Lanes on structure: 4, Base Highway Network: Yes, 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: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.4 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
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Structure Number: F 693, Location: EAST EDGE OF RIVERTON (Lat: 40.523431, Lng: -111.922022), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 25,091 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 31,364 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.292, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 693, Location: EAST EDGE OF RIVERTON (Lat: 40.523431, Lng: -111.922022), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 3.37m (11.06ft), Average Daily Traffic: 25,091 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 31,364 (year 2040), Design Load: HL 93, Features Intersected: JORDAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.292, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.8m (107.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 31.1m (102.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C1028, Location: Bangerter Hwy at Redwood (Lat: 40.500708, Lng: -111.939408), Route carried "on" structure: State highway 154, Year Built: 2014, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 32,337 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 40,421 (year 2040), Design Load: HL 93, Features Intersected: SR-68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.266, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2C1028, Location: Bangerter Hwy at Redwood (Lat: 40.500708, Lng: -111.939408), Route carried "on" structure: State highway 154, Year Built: 2014, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 32,337 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 40,421 (year 2040), Design Load: HL 93, Features Intersected: SR-68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.266, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.1 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4C1028, Location: SR-154 over SR-68 (Lat: 40.500644, Lng: -111.937961), Route carried "on" structure: State highway 154, Year Built: 2015, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 32,337 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 40,421 (year 2040), Design Load: HL 93, Features Intersected: SR-68; Redwood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.143, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4C1028, Location: SR-154 over SR-68 (Lat: 40.500644, Lng: -111.937961), Route carried "on" structure: State highway 154, Year Built: 2015, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 32,337 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 40,421 (year 2040), Design Load: HL 93, Features Intersected: SR-68; Redwood Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.143, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.1m (59.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1C1068, Location: NB Bangerter over 126 S (Lat: 40.521925, Lng: -111.984178), Route carried "on" structure: State highway 154, Year Built: 2021, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 36,731 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 45,914 (year 2040), Design Load: HL 93, Features Intersected: 126th South
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 3, Lanes under structure: 4, 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: 71.0m (232.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C1068, Location: NB Bangerter over 126 S (Lat: 40.521925, Lng: -111.984178), Route carried "on" structure: State highway 154, Year Built: 2021, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 36,731 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 45,914 (year 2040), Design Load: HL 93, Features Intersected: 126th South
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 3, Lanes under structure: 4, 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: 71.0m (232.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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: 3C1068, Location: SB Bangerter over 126 S (Lat: 40.522506, Lng: -111.984192), Route carried "on" structure: State highway 154, Year Built: 2021, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 36,731 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 45,914 (year 2040), Design Load: HL 93, Features Intersected: 12600 South
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 3, Lanes under structure: 4, 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: 71.0m (232.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C1068, Location: SB Bangerter over 126 S (Lat: 40.522506, Lng: -111.984192), Route carried "on" structure: State highway 154, Year Built: 2021, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 36,731 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 45,914 (year 2040), Design Load: HL 93, Features Intersected: 12600 South
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.863, Lanes on structure: 3, Lanes under structure: 4, 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: 71.0m (232.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, 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 896, Location: 13400 SOUTH 3800 WEST (Lat: 40.507439, Lng: -111.982475), Route carried "under" structure: State highway 154, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 38,707 (year 2020), Truck Traffic: 24%, Features Intersected: SR-154, BANGERTER HWY., Facility Carried by Structure: PEDESTRIAN O'P
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 9.222, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.0m (134.5ft)
Structure Number: C 896, Location: 13400 SOUTH 3800 WEST (Lat: 40.507439, Lng: -111.982475), Route carried "under" structure: State highway 154, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 38,707 (year 2020), Truck Traffic: 24%, Features Intersected: SR-154, BANGERTER HWY., Facility Carried by Structure: PEDESTRIAN O'P
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 9.222, Material/Design: Steel, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 41.0m (134.5ft)
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Structure Number: C 934, Location: 2675 WEST 12300 SOUTH (Lat: 40.522292, Lng: -111.956833), Route carried "under" structure: State highway 71, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 30,096 (year 2020), Truck Traffic: 13%, Features Intersected: SR-71, 12300 SOUTH ST., Facility Carried by Structure: Ped. Overpass
Minimum Vertical Clearance: 5.93m (19.46ft), Kilometerpoint: 2.315, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: C 934, Location: 2675 WEST 12300 SOUTH (Lat: 40.522292, Lng: -111.956833), Route carried "under" structure: State highway 71, Year Built: 2004, Structure Length: 0. m, Average Daily Traffic: 30,096 (year 2020), Truck Traffic: 13%, Features Intersected: SR-71, 12300 SOUTH ST., Facility Carried by Structure: Ped. Overpass
Minimum Vertical Clearance: 5.93m (19.46ft), Kilometerpoint: 2.315, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Truss - Thru, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 2C1028, Location: Bangerter Hwy at Redwood (Lat: 40.500708, Lng: -111.939408), Route carried "under" structure: Alternate State highway 68, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 24,315 (year 2020), Truck Traffic: 10%, Features Intersected: SR-68, Facility Carried by Structure: SR-154
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 65.677, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.5m (191.9ft)
Structure Number: 2C1028, Location: Bangerter Hwy at Redwood (Lat: 40.500708, Lng: -111.939408), Route carried "under" structure: Alternate State highway 68, Year Built: 2014, Structure Length: 0. m, Average Daily Traffic: 24,315 (year 2020), Truck Traffic: 10%, Features Intersected: SR-68, Facility Carried by Structure: SR-154
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 65.677, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.5m (191.9ft)
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Structure Number: 4C1028, Location: SR-154 over SR-68 (Lat: 40.500644, Lng: -111.937961), Route carried "under" structure: City street 68, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 12,886 (year 2020), Truck Traffic: 6%, Features Intersected: SR-68; Redwood Road, Facility Carried by Structure: SR-154; Bangerter
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 65.795, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.5m (191.9ft)
Structure Number: 4C1028, Location: SR-154 over SR-68 (Lat: 40.500644, Lng: -111.937961), Route carried "under" structure: City street 68, Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 12,886 (year 2020), Truck Traffic: 6%, Features Intersected: SR-68; Redwood Road, Facility Carried by Structure: SR-154; Bangerter
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 65.795, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 58.5m (191.9ft)
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Structure Number: 1C1068, Location: NB Bangerter over 126 S (Lat: 40.521925, Lng: -111.984178), Route carried "under" structure: State highway 71, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 25,700 (year 2020), Truck Traffic: 14%, Features Intersected: 126th South, Facility Carried by Structure: SR 154
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.0m (232.9ft)
Structure Number: 1C1068, Location: NB Bangerter over 126 S (Lat: 40.521925, Lng: -111.984178), Route carried "under" structure: State highway 71, Year Built: 2021, Structure Length: 0. m, Average Daily Traffic: 25,700 (year 2020), Truck Traffic: 14%, Features Intersected: 126th South, Facility Carried by Structure: SR 154
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 71.0m (232.9ft)