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Bridge Statistics for Nephi, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Nephi, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 17 Total length: 71 meters (233ft) Total costs: $9,947,000 Total average daily traffic: 96,434 Total average daily truck traffic: 32,096 National Bridge Inventory (NBI) Registered Bridges for Nephi
Bridge Condition - Deck Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: D 402, Location: 300 NORTH MAIN IN NEPHI (Lat: 39.714444, Lng: -111.835942), Route carried "on" structure: State highway 28, Year Built: 1924, Year Reconstructed: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,410 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 5,358 (year 2022), Design Load: H 15, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 20 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 39.9m (130.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $335,000, Roadway Improvement Cost: $34,000, Total Project Cost: $554,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: E2132, Location: EAST SIDE OF NEPHI (Lat: 39.712306, Lng: -111.817500), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 17,672 (year 2002), Truck Traffic: 39%, Average Future Daily Traffic: 21,471 (year 2022), Design Load: HS 20, Features Intersected: SALT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 365.241, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.8m (124.0ft), Skew: 20 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: Fair, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $241,000, Roadway Improvement Cost: $24,000, Total Project Cost: $398,000 ( Estimate for 2001) Find on map >>
Structure Number: 1C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.680917, Lng: -111.839500), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 6,310 (year 2002), Truck Traffic: 39%, Average Future Daily Traffic: 7,667 (year 2022), Design Load: HS 20, Features Intersected: SR-28, INTCHG. X-RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.580, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $565,000, Roadway Improvement Cost: $57,000, Total Project Cost: $933,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710667, Lng: -111.816444), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 7,625 (year 2002), Truck Traffic: 39%, Average Future Daily Traffic: 9,264 (year 2022), Design Load: HS 20, Features Intersected: SR-132, INTCHG. X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.530, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 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: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $794,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1F 443, Location: NO.EAST SIDE OF NEPHI (Lat: 39.718639, Lng: -111.818025), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 8,836 (year 2002), Truck Traffic: 39%, Average Future Daily Traffic: 10,736 (year 2022), Design Load: HS 20, Features Intersected: 700 NORTH STREET, NEPHI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.431, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $581,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1F 449, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.679417, Lng: -111.842747), Route carried "on" structure: Interstate 15, Year Built: 1984, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 6,310 (year 2002), Truck Traffic: 39%, Average Future Daily Traffic: 7,667 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.279, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $720,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,188,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1F 45, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.679139, Lng: -111.843472), Route carried "on" structure: Ramp Interstate 15, Year Built: 1984, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 3,014 (year 2002), Truck Traffic: 39%, Average Future Daily Traffic: 3,662 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.255, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 15 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: 8.1m (26.6ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.80m (25.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $711,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,173,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.681917, Lng: -111.838694), Route carried "on" structure: Interstate 15, Year Built: 1983, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 6,310 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 7,667 (year 2022), Design Load: HS 20, Features Intersected: SR-28, INTCHG. X-RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.637, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $565,000, Roadway Improvement Cost: $57,000, Total Project Cost: $933,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710944, Lng: -111.817028), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 8,836 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 10,736 (year 2022), Design Load: HS 20, Features Intersected: SR-132, INTCHG. X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 362.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.30m (17.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $794,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3F 443, Location: NE. SIDE OF NEPHI (Lat: 39.718667, Lng: -111.818778), Route carried "on" structure: Interstate 15, Year Built: 1982, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 8,836 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 10,736 (year 2022), Design Load: HS 20, Features Intersected: 700 NORTH STREET, NEPHI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.444, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $35,000, Total Project Cost: $581,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 3F 448, Location: SO.OF SOUTH NEPHI INTCHG. (Lat: 39.680639, Lng: -111.841417), Route carried "on" structure: Interstate 15, Year Built: 1985, Status: Open, Structure Length: 6.86m (22.51ft), Average Daily Traffic: 6,310 (year 2002), Truck Traffic: 38%, Average Future Daily Traffic: 7,667 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 358.353, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 24.0m (78.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,223,000, Roadway Improvement Cost: $122,000, Total Project Cost: $2,018,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.680917, Lng: -111.839500), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 1,715 (year 2002), Truck Traffic: 10%, Features Intersected: SR-28, INTCHG. X-RD, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 62.558, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft) Find on map >>
Structure Number: 1C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710667, Lng: -111.816444), Route carried "under" structure: State highway 132, Year Built: 1982, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 3,075 (year 2002), Truck Traffic: 6%, Features Intersected: SR-132, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.16m (16.93ft), 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) Find on map >>
Structure Number: 1F 443, Location: NO.EAST SIDE OF NEPHI (Lat: 39.718639, Lng: -111.818025), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 5%, Features Intersected: 700 NORTH STREET, NEPHI, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 3C 714, Location: SOUTH NEPHI INTERCHANGE (Lat: 39.681917, Lng: -111.838694), Route carried "under" structure: State highway 28, Year Built: 1983, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 3,430 (year 2002), Truck Traffic: 10%, Features Intersected: SR-28, INTCHG. X-RD, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 62.606, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.6m (166.0ft) Find on map >>
Structure Number: 3C 718, Location: EAST SIDE OF NEPHI (Lat: 39.710944, Lng: -111.817028), Route carried "under" structure: State highway 132, Year Built: 1982, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 3,345 (year 2002), Truck Traffic: 6%, Features Intersected: SR-132, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 55.285, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 3F 443, Location: NE. SIDE OF NEPHI (Lat: 39.718667, Lng: -111.818778), Route carried "under" structure: City street , Year Built: 1982, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 5%, Features Intersected: 700 NORTH STREET, NEPHI, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Discuss this city on our hugely popular Utah forum Back to: Nephi, UT, Utah, All US cities.
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