Bridge Statistics for West Bountiful, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 135ft / 41.0mTotal length
- 562,968Total average daily traffic
- 91,083Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for West Bountiful
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 41960-1969
- 11980-1989
- 72000-2009
- 32010-2019
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 57.1%Very good
- 14.3%Satisfactory
- 28.6%Fair
- Bridge Condition - Substructure
- 57.1%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 16.7%Excellent
- 50.0%Very good
- 33.3%Good
- Bridge Condition - Culverts
- 28.6%Good
- 71.4%Satisfactory
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Structure Number: 11001E, Location: 1800 N.800 W.,W.BOUNTIFUL (Lat: 40.910972, Lng: -111.901983), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HL 93, Features Intersected: STORM SEWER CANAL, Facility Carried by Structure: 800 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.041, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.2m (56.4ft)
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: 12.0 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: High priority of corrective action, 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: March 2020
Structure Number: 11001E, Location: 1800 N.800 W.,W.BOUNTIFUL (Lat: 40.910972, Lng: -111.901983), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 1,260 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,531 (year 2040), Design Load: HL 93, Features Intersected: STORM SEWER CANAL, Facility Carried by Structure: 800 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.041, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.2m (56.4ft)
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: 12.0 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: High priority of corrective action, 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: March 2020
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Structure Number: 11012F, Location: 350 N.1450 W.,W.BOUNTIFUL (Lat: 40.892922, Lng: -111.920886), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: 1450 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.222, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, 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: 22.7 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11012F, Location: 350 N.1450 W.,W.BOUNTIFUL (Lat: 40.892922, Lng: -111.920886), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 230 (year 2040), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: 1450 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.222, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, 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: 22.7 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11014E, Location: 1700 N.1100 W.W.BOUNTIFUL (Lat: 40.909581, Lng: -111.911053), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 662 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 804 (year 2040), Design Load: HL 93, Features Intersected: STORM SEWER CANAL, Facility Carried by Structure: 1100 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.067, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very 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: 12.6 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: Meets minimum limits, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11014E, Location: 1700 N.1100 W.W.BOUNTIFUL (Lat: 40.909581, Lng: -111.911053), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 662 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 804 (year 2040), Design Load: HL 93, Features Intersected: STORM SEWER CANAL, Facility Carried by Structure: 1100 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.067, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Very 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: 12.6 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: Meets minimum limits, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11028E, Location: SO.OF BOUNTIFUL CITY DUMP (Lat: 40.907400, Lng: -111.917425), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: STORM DRAIN CANAL, Facility Carried by Structure: DUMP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 11028E, Location: SO.OF BOUNTIFUL CITY DUMP (Lat: 40.907400, Lng: -111.917425), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 60%, Average Future Daily Traffic: 820 (year 2040), Design Load: HS 20+Mod, Features Intersected: STORM DRAIN CANAL, Facility Carried by Structure: DUMP ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: D 631B, Location: 600 W.400 N.-W.BOUNTIFUL (Lat: 40.893789, Lng: -111.897558), Route carried "on" structure: State highway 106, Year Built: 1959, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 9,187 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,484 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR & W.BNTFUL CITY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.268, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.6 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: 42.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D 631B, Location: 600 W.400 N.-W.BOUNTIFUL (Lat: 40.893789, Lng: -111.897558), Route carried "on" structure: State highway 106, Year Built: 1959, Status: Open, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 9,187 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,484 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR & W.BNTFUL CITY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.268, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 47.6 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: 42.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: E2559, Location: 0.7 Mi.No.500 So. Intchg. (Lat: 40.893072, Lng: -111.934028), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HL 93, Features Intersected: A1-A2 CANAL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 50.5 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: E2559, Location: 0.7 Mi.No.500 So. Intchg. (Lat: 40.893072, Lng: -111.934028), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HL 93, Features Intersected: A1-A2 CANAL CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.562, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Excellent, Culverts: Satisfactory, Operating Rating: 50.5 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: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: E2562, Location: East of Bntfl. City Dump (Lat: 40.909008, Lng: -111.914358), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HS 25 or greater, Features Intersected: STORM DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.998, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 82.5m (270.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: E2562, Location: East of Bntfl. City Dump (Lat: 40.909008, Lng: -111.914358), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HS 25 or greater, Features Intersected: STORM DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.998, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 26 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 82.5m (270.7ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: F 718, Location: West End of 500 So.Street (Lat: 40.883917, Lng: -111.937814), Route carried "on" structure: Ramp State highway 67, Year Built: 2008, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 19,728 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 24,660 (year 2040), Design Load: HL 93, Features Intersected: SR-67,LEGACY PARKWAY, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 718, Location: West End of 500 So.Street (Lat: 40.883917, Lng: -111.937814), Route carried "on" structure: Ramp State highway 67, Year Built: 2008, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 19,728 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 24,660 (year 2040), Design Load: HL 93, Features Intersected: SR-67,LEGACY PARKWAY, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: F 856, Location: 600 W.400 NORTH-BOUNTIFUL (Lat: 40.893864, Lng: -111.896436), Route carried "on" structure: State highway 106, Year Built: 2015, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 9,187 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,484 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-131, 400 NO.ST.
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.363, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 856, Location: 600 W.400 NORTH-BOUNTIFUL (Lat: 40.893864, Lng: -111.896436), Route carried "on" structure: State highway 106, Year Built: 2015, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 9,187 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 11,484 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-131, 400 NO.ST.
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.363, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.0m (65.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1C 302, Location: 500 W. .INTCHG.,BOUNTIFUL (Lat: 40.900133, Lng: -111.892475), Route carried "on" structure: Interstate 15, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 118,764 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 148,455 (year 2040), Design Load: HS 20+Mod, Features Intersected: RAMP, I-15SB TO US-89SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 511.787, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1C 302, Location: 500 W. .INTCHG.,BOUNTIFUL (Lat: 40.900133, Lng: -111.892475), Route carried "on" structure: Interstate 15, Year Built: 1960, Year Reconstructed: 2000, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 118,764 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 148,455 (year 2040), Design Load: HS 20+Mod, Features Intersected: RAMP, I-15SB TO US-89SB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 511.787, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1E2572, Location: 1500 W.1200 No. W.Bntifl. (Lat: 40.901669, Lng: -111.924631), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HL 93, Features Intersected: BNTIFL.POND ACCESS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 97.2 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: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 1E2572, Location: 1500 W.1200 No. W.Bntifl. (Lat: 40.901669, Lng: -111.924631), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HL 93, Features Intersected: BNTIFL.POND ACCESS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 97.2 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: 77.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 1F 855, Location: 500 SO.INTCHG.,BOUNTIFUL (Lat: 40.884000, Lng: -111.896492), Route carried "on" structure: Interstate 15, Year Built: 2015, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 141,117 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 176,396 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-68, 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.464, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.5 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: 33.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 855, Location: 500 SO.INTCHG.,BOUNTIFUL (Lat: 40.884000, Lng: -111.896492), Route carried "on" structure: Interstate 15, Year Built: 2015, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 141,117 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 176,396 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-68, 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.464, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.5 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: 33.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 3E2572, Location: 1500 W.1200 No.,W.Bntifl. (Lat: 40.902083, Lng: -111.924558), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HL 93, Features Intersected: BNTIFL.POND ACCESS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 58.6 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: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 3E2572, Location: 1500 W.1200 No.,W.Bntifl. (Lat: 40.902083, Lng: -111.924558), Route carried "on" structure: State highway 67, Year Built: 2008, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 20,610 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 25,763 (year 2040), Design Load: HL 93, Features Intersected: BNTIFL.POND ACCESS TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.479, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Culverts: Satisfactory, Operating Rating: 58.6 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: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 3F 855, Location: 500 SO.INTCHG.,BOUNTIFUL (Lat: 40.884444, Lng: -111.896714), Route carried "on" structure: Interstate 15, Year Built: 2015, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 140,233 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 175,291 (year 2040), Design Load: HL 93, Features Intersected: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.332, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 855, Location: 500 SO.INTCHG.,BOUNTIFUL (Lat: 40.884444, Lng: -111.896714), Route carried "on" structure: Interstate 15, Year Built: 2015, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 140,233 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 175,291 (year 2040), Design Load: HL 93, Features Intersected: 500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 510.332, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: D 631B, Location: 600 W.400 N.-W.BOUNTIFUL (Lat: 40.893789, Lng: -111.897558), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Features Intersected: UPRR & W.BNTFUL CITY, Facility Carried by Structure: SR-106, 400 NO.ST.
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft)
Structure Number: D 631B, Location: 600 W.400 N.-W.BOUNTIFUL (Lat: 40.893789, Lng: -111.897558), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 0. m, Features Intersected: UPRR & W.BNTFUL CITY, Facility Carried by Structure: SR-106, 400 NO.ST.
Minimum Vertical Clearance: 7.26m (23.82ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.1m (56.1ft)
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Structure Number: F 718, Location: West End of 500 So.Street (Lat: 40.883917, Lng: -111.937814), Route carried "under" structure: State highway 67, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 19,728 (year 2020), Truck Traffic: 18%, Features Intersected: SR-67,LEGACY PARKWAY, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 6.436, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: F 718, Location: West End of 500 So.Street (Lat: 40.883917, Lng: -111.937814), Route carried "under" structure: State highway 67, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 19,728 (year 2020), Truck Traffic: 18%, Features Intersected: SR-67,LEGACY PARKWAY, Facility Carried by Structure: 500 SOUTH STREET
Minimum Vertical Clearance: 5.69m (18.67ft), Kilometerpoint: 6.436, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1C 302, Location: 500 W. .INTCHG.,BOUNTIFUL (Lat: 40.900133, Lng: -111.892475), Route carried "under" structure: Ramp US 89, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 19,673 (year 2020), Truck Traffic: 16%, Features Intersected: RAMP, I-15SB TO US-89SB, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 626.759, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 1C 302, Location: 500 W. .INTCHG.,BOUNTIFUL (Lat: 40.900133, Lng: -111.892475), Route carried "under" structure: Ramp US 89, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 19,673 (year 2020), Truck Traffic: 16%, Features Intersected: RAMP, I-15SB TO US-89SB, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 626.759, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)