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Bridge Statistics for Spanish Fork, Utah (UT) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Spanish Fork, UT, Utah, Utah forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 60 meters (197ft) Total costs: $6,958,000 Total average daily traffic: 248,279 Total average daily truck traffic: 53,286 National Bridge Inventory (NBI) Registered Bridges for Spanish Fork
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 49029C, Location: EAST END CENTER ST.SP.FK. (Lat: 40.109889, Lng: -111.631556), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 505 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 614 (year 2022), Design Load: HS 20, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: CENTER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $440,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 49042D, Location: SW. SIDE of SPANISH FORK (Lat: 40.084167, Lng: -111.596389), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,215 (year 2023), Design Load: HS 20, Features Intersected: SPANISH FORK RIVER, Facility Carried by Structure: POWER HOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Superstructure: Very good, Substructure: Good, Channel: 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C 623, Location: AT MOARK INTERCHANGE (Lat: 40.137889, Lng: -111.646636), Route carried "on" structure: State highway 6, Year Built: 1976, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 9,435 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 11,464 (year 2022), Design Load: HS 20, Features Intersected: I-15 (SR-15) NBL & SBL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 260.810, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.6m (143.0ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Very 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.60m (31.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,143,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,886,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: D 447, Location: SOUTH SPANISH FORK (Lat: 40.094472, Lng: -111.655444), Route carried "on" structure: US 198, Year Built: 1940, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 18,300 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 22,235 (year 2022), Design Load: H 15, Features Intersected: SPANISH FORK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $301,000, Roadway Improvement Cost: $30,000, Total Project Cost: $497,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: F 263, Location: 4TH SO.ST.in SPANISH FORK (Lat: 40.115500, Lng: -111.635833), Route carried "on" structure: State highway 6, Year Built: 1971, Year Reconstructed: 2000, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 17,730 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 21,542 (year 2022), Design Load: HS 20, Features Intersected: SR-147 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 280.683, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $56,000, Total Project Cost: $920,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1C 471, Location: IN SPANISH FORK (Lat: 40.121389, Lng: -111.660083), Route carried "on" structure: Interstate 15, Year Built: 1967, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 33,744 (year 2002), Truck Traffic: 28%, Average Future Daily Traffic: 40,999 (year 2022), Design Load: HS 20, Features Intersected: 300 WEST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 413.449, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Very 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $40,000, Total Project Cost: $657,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 1F 9, Location: SPANISH FORK INTERCHANGE (Lat: 40.124667, Lng: -111.654889), Route carried "on" structure: Interstate 15, Year Built: 1967, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 19,690 (year 2002), Truck Traffic: 28%, Average Future Daily Traffic: 23,923 (year 2022), Design Load: HS 20, Features Intersected: SR-156, INTCHG. X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 414.025, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft) 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: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $674,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3C 471, Location: IN SPANISH FORK (Lat: 40.122111, Lng: -111.660083), Route carried "on" structure: Interstate 15, Year Built: 1967, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 19,690 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 23,923 (year 2022), Design Load: HS 20, Features Intersected: 300 WEST STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 413.473, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 13 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Fair, Superstructure: Very 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $501,000, Roadway Improvement Cost: $50,000, Total Project Cost: $827,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 3F 9, Location: SPANISH FORK INTERCHANGE (Lat: 40.125278, Lng: -111.654472), Route carried "on" structure: Interstate 15, Year Built: 1967, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 19,690 (year 2002), Truck Traffic: 30%, Average Future Daily Traffic: 23,923 (year 2022), Design Load: HS 20, Features Intersected: SR-156, INTCHG. X-ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 414.053, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft) 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: Equal to present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $674,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 4D 149, Location: SOUTH SPANISH FORK (Lat: 40.094667, Lng: -111.655833), Route carried "on" structure: State highway 164, Year Built: 1920, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 1,695 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,059 (year 2022), Design Load: H 15, Features Intersected: SPANISH FORK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 32.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $383,000 ( Estimate for 2000), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C 623, Location: AT MOARK INTERCHANGE (Lat: 40.137889, Lng: -111.646636), Route carried "under" structure: Interstate 15, Year Built: 1976, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 75,477 (year 2002), Truck Traffic: 29%, Features Intersected: I-15 (SR-15) NBL & SBL, Facility Carried by Structure: US-6 (SR-6) Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 414.624, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.6m (143.0ft) Find on map >>
Structure Number: F 263, Location: 4TH SO.ST.in SPANISH FORK (Lat: 40.115500, Lng: -111.635833), Route carried "under" structure: State highway 147, Year Built: 1971, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 2,135 (year 2002), Truck Traffic: 2%, Features Intersected: SR-147, Facility Carried by Structure: US-6 (SR-6) Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 25.824, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 1C 471, Location: IN SPANISH FORK (Lat: 40.121389, Lng: -111.660083), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 5%, Features Intersected: 300 WEST STREET, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 1F 9, Location: SPANISH FORK INTERCHANGE (Lat: 40.124667, Lng: -111.654889), Route carried "under" structure: State highway 156, Year Built: 1967, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 13,848 (year 2002), Truck Traffic: 3%, Features Intersected: SR-156, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) NBL Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 2.108, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Find on map >>
Structure Number: 3C 471, Location: IN SPANISH FORK (Lat: 40.122111, Lng: -111.660083), Route carried "under" structure: City street , Year Built: 1967, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 5%, Features Intersected: 300 WEST STREET, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 3F 9, Location: SPANISH FORK INTERCHANGE (Lat: 40.125278, Lng: -111.654472), Route carried "under" structure: State highway 156, Year Built: 1967, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 13,340 (year 2002), Truck Traffic: 3%, Features Intersected: SR-156, INTCHG. X-ROAD, Facility Carried by Structure: I-15 (SR-15) SBL Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.214, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Discuss this city on our hugely popular Utah forum Back to: Spanish Fork, UT, Utah, All US cities.
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