Bridge Statistics for Nephi, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 269ft / 81.6mTotal length
- 382,566Total average daily traffic
- 104,934Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Nephi
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 291980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 32000-2009
- Bridge Condition - Deck
- 11.8%Good
- 76.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 5.9%Very good
- 41.2%Good
- 52.9%Satisfactory
- Bridge Condition - Substructure
- 11.8%Good
- 52.9%Satisfactory
- 35.3%Fair
- Bridge Condition - Channel
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 23027D, Location: 50 E. 50 S. IN NEPHI (Lat: 39.707542, Lng: -111.834194), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 125 (year 2040), Features Intersected: SALT CREEK, Facility Carried by Structure: 50 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 23027D, Location: 50 E. 50 S. IN NEPHI (Lat: 39.707542, Lng: -111.834194), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 125 (year 2040), Features Intersected: SALT CREEK, Facility Carried by Structure: 50 EAST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.045, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: C 716, Location: NORTH OF NO. NEPHI INT. (Lat: 39.762803, Lng: -111.838381), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL AND SBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.560, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.4 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 716, Location: NORTH OF NO. NEPHI INT. (Lat: 39.762803, Lng: -111.838381), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL AND SBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.560, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.4 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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 717, Location: NORTH NEPHI INTERCHANGE (Lat: 39.748197, Lng: -111.834997), Route carried "on" structure: State highway 28, Year Built: 1984, Year Reconstructed: 2006, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 6,919 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL & S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.995, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 63.5m (208.3ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 717, Location: NORTH NEPHI INTERCHANGE (Lat: 39.748197, Lng: -111.834997), Route carried "on" structure: State highway 28, Year Built: 1984, Year Reconstructed: 2006, Status: Open, Structure Length: 12.01m (39.40ft), Average Daily Traffic: 6,919 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,649 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-15 (SR-15) NBL & S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.995, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 63.5m (208.3ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: D 402, Location: 300 NORTH MAIN IN NEPHI (Lat: 39.714411, Lng: -111.836156), Route carried "on" structure: State highway 28, Year Built: 1924, Year Reconstructed: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,532 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 16,915 (year 2040), Design Load: H 15, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.122, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 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: 23.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: D 402, Location: 300 NORTH MAIN IN NEPHI (Lat: 39.714411, Lng: -111.836156), Route carried "on" structure: State highway 28, Year Built: 1924, Year Reconstructed: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 13,532 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 16,915 (year 2040), Design Load: H 15, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.122, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 39.9m (130.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 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: 23.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: E2132, Location: EAST SIDE OF NEPHI (Lat: 39.712153, Lng: -111.816372), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 29,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.136, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: E2132, Location: EAST SIDE OF NEPHI (Lat: 39.712153, Lng: -111.816372), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 29,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: SALT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.136, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: E2445, Location: 1.5 Miles E. of Nephi (Lat: 39.713125, Lng: -111.808308), Route carried "on" structure: State highway 132, Year Built: 1999, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,922 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 4,903 (year 2040), Design Load: HS 20+Mod, Features Intersected: Salt Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.940, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: E2445, Location: 1.5 Miles E. of Nephi (Lat: 39.713125, Lng: -111.808308), Route carried "on" structure: State highway 132, Year Built: 1999, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,922 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 4,903 (year 2040), Design Load: HS 20+Mod, Features Intersected: Salt Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.940, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), 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: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 1C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.680942, Lng: -111.839556), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-28, INTCHG. X-RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.022, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 68.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.680942, Lng: -111.839556), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-28, INTCHG. X-RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 359.022, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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: 68.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710592, Lng: -111.816553), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 19,830 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 24,788 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-132, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.962, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.4 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: 53.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710592, Lng: -111.816553), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 19,830 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 24,788 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-132, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.962, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.4 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: 53.5 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675081, Lng: -111.849056), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.973, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: 51.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675081, Lng: -111.849056), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.973, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, 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: 51.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652317, Lng: -111.893544), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: CNTY.RD. AND DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.352, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652317, Lng: -111.893544), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: CNTY.RD. AND DRAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.352, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1F 443, Location: NO.EAST SIDE OF NEPHI (Lat: 39.718578, Lng: -111.818108), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 29,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: 700 NORTH STREET, NEPHI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 443, Location: NO.EAST SIDE OF NEPHI (Lat: 39.718578, Lng: -111.818108), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 29,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: 700 NORTH STREET, NEPHI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.868, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1F 449, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.679481, Lng: -111.842522), Route carried "on" structure: Interstate 15, Year Built: 1984, Year Reconstructed: 2006, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.9 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 449, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.679481, Lng: -111.842522), Route carried "on" structure: Interstate 15, Year Built: 1984, Year Reconstructed: 2006, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.720, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.9 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: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 1F 45, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.679192, Lng: -111.842678), Route carried "on" structure: Ramp Interstate 15, Year Built: 1984, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.2 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 Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1F 45, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.679192, Lng: -111.842678), Route carried "on" structure: Ramp Interstate 15, Year Built: 1984, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 23,546 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 29,433 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.182, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 50.2 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 Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.681792, Lng: -111.838728), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-28, INTCHG. X-RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.966, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.1 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: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.681792, Lng: -111.838728), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-28, INTCHG. X-RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.966, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 50.6m (166.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.1 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: 67.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710972, Lng: -111.816953), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 19,830 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 24,788 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-132, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.798, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.1 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: 53.1 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, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710972, Lng: -111.816953), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 19,830 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 24,788 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-132, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.798, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.1 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: 53.1 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, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675400, Lng: -111.849264), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.810, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: 51.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675400, Lng: -111.849264), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.810, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: 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: 51.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652786, Lng: -111.893603), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: CNTY.RD. AND DRNG CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.210, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652786, Lng: -111.893603), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: CNTY.RD. AND DRNG CNL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 353.210, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.5m (90.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 443, Location: NE. SIDE OF NEPHI (Lat: 39.718967, Lng: -111.818719), Route carried "on" structure: Interstate 15, Year Built: 1982, Year Reconstructed: 2006, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 29,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: 700 NORTH STREET, NEPHI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.707, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.5 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 443, Location: NE. SIDE OF NEPHI (Lat: 39.718967, Lng: -111.818719), Route carried "on" structure: Interstate 15, Year Built: 1982, Year Reconstructed: 2006, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 29,984 (year 2040), Design Load: HS 20+Mod, Features Intersected: 700 NORTH STREET, NEPHI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.707, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.5 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: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 3F 448, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.680400, Lng: -111.841508), Route carried "on" structure: Interstate 15, Year Built: 1985, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.681, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3F 448, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.680400, Lng: -111.841508), Route carried "on" structure: Interstate 15, Year Built: 1985, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 18,665 (year 2020), Truck Traffic: 30%, Average Future Daily Traffic: 23,331 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.681, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.2m (89.2ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.4 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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 716, Location: NORTH OF NO. NEPHI INT. (Lat: 39.762803, Lng: -111.838381), Route carried "under" structure: Interstate 15, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 27,953 (year 2020), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL AND SBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 368.664, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.0m (157.5ft)
Structure Number: C 716, Location: NORTH OF NO. NEPHI INT. (Lat: 39.762803, Lng: -111.838381), Route carried "under" structure: Interstate 15, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 27,953 (year 2020), Truck Traffic: 26%, Features Intersected: I-15 (SR-15) NBL AND SBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 368.664, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.0m (157.5ft)
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Structure Number: C 717, Location: NORTH NEPHI INTERCHANGE (Lat: 39.748197, Lng: -111.834997), Route carried "under" structure: Interstate 15, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-28
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 367.033, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.5m (208.3ft)
Structure Number: C 717, Location: NORTH NEPHI INTERCHANGE (Lat: 39.748197, Lng: -111.834997), Route carried "under" structure: Interstate 15, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 23,987 (year 2020), Truck Traffic: 27%, Features Intersected: I-15 (SR-15) NBL & S, Facility Carried by Structure: SR-28
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 367.033, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.5m (208.3ft)
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Structure Number: 1C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.680942, Lng: -111.839556), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 5,435 (year 2020), Truck Traffic: 22%, Features Intersected: SR-28, INTCHG. X-RD, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 62.394, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 1C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.680942, Lng: -111.839556), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 5,435 (year 2020), Truck Traffic: 22%, Features Intersected: SR-28, INTCHG. X-RD, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 62.394, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 1C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710592, Lng: -111.816553), Route carried "under" structure: State highway 132, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 3,922 (year 2020), Truck Traffic: 22%, Features Intersected: SR-132, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 55.334, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 1C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710592, Lng: -111.816553), Route carried "under" structure: State highway 132, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 3,922 (year 2020), Truck Traffic: 22%, Features Intersected: SR-132, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 55.334, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 1F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675081, Lng: -111.849056), Route carried "under" structure: County highway 1814, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 205 (year 2020), Features Intersected: COUNTY ROAD, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 1F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675081, Lng: -111.849056), Route carried "under" structure: County highway 1814, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 205 (year 2020), Features Intersected: COUNTY ROAD, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
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Structure Number: 1F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652317, Lng: -111.893544), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 0. m, Features Intersected: CNTY.RD. AND DRAIN CANAL, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)
Structure Number: 1F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652317, Lng: -111.893544), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 0. m, Features Intersected: CNTY.RD. AND DRAIN CANAL, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)
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Structure Number: 1F 443, Location: NO.EAST SIDE OF NEPHI (Lat: 39.718578, Lng: -111.818108), Route carried "under" structure: City street 1821, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1,021 (year 2020), Features Intersected: 700 NORTH STREET, NEPHI, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: 1F 443, Location: NO.EAST SIDE OF NEPHI (Lat: 39.718578, Lng: -111.818108), Route carried "under" structure: City street 1821, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1,021 (year 2020), Features Intersected: 700 NORTH STREET, NEPHI, Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
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Structure Number: 3C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.681792, Lng: -111.838728), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 5,435 (year 2020), Truck Traffic: 22%, Features Intersected: SR-28, INTCHG. X-RD, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 62.454, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft)
Structure Number: 3C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.681792, Lng: -111.838728), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 0. m, Average Daily Traffic: 5,435 (year 2020), Truck Traffic: 22%, Features Intersected: SR-28, INTCHG. X-RD, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 62.454, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft)
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Structure Number: 3C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710972, Lng: -111.816953), Route carried "under" structure: State highway 132, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 3,922 (year 2020), Truck Traffic: 22%, Features Intersected: SR-132, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 55.286, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
Structure Number: 3C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710972, Lng: -111.816953), Route carried "under" structure: State highway 132, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 3,922 (year 2020), Truck Traffic: 22%, Features Intersected: SR-132, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 55.286, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft)
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Structure Number: 3F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675400, Lng: -111.849264), Route carried "under" structure: County highway 1814, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 205 (year 2020), Features Intersected: COUNTY ROAD, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
Structure Number: 3F 429, Location: .5 MI.SO.SO.NEPHI INTCHG. (Lat: 39.675400, Lng: -111.849264), Route carried "under" structure: County highway 1814, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 205 (year 2020), Features Intersected: COUNTY ROAD, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.0m (111.5ft)
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Structure Number: 3F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652786, Lng: -111.893603), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 0. m, Features Intersected: CNTY.RD. AND DRNG CNL, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)
Structure Number: 3F 434, Location: 12 MI.NO.MILLS JCT.INTCHG (Lat: 39.652786, Lng: -111.893603), Route carried "under" structure: County highway , Year Built: 1984, Structure Length: 0. m, Features Intersected: CNTY.RD. AND DRNG CNL, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.17m (13.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.5m (90.2ft)
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Structure Number: 3F 443, Location: NE. SIDE OF NEPHI (Lat: 39.718967, Lng: -111.818719), Route carried "under" structure: City street 1821, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1,021 (year 2020), Features Intersected: 700 NORTH STREET, NEPHI, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)
Structure Number: 3F 443, Location: NE. SIDE OF NEPHI (Lat: 39.718967, Lng: -111.818719), Route carried "under" structure: City street 1821, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1,021 (year 2020), Features Intersected: 700 NORTH STREET, NEPHI, Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.4m (96.5ft)