Bridge Statistics for Spanish Fork, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 49029C,  Location: EAST END CENTER ST.SP.FK. (Lat: 40.109811,  Lng: -111.631583),  Route carried "on" structure: City street 3062,  Year Built: 1979,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 1,000 (year 2020),  Average Future Daily Traffic: 1,250 (year 2040),  Design Load: HL 93,  Features Intersected: UNION PACIFIC RR,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.006,  Lanes on structure: 5,  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 or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 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: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 49041F,  Location: 2000 E. 8400 S., SP. FK. (Lat: 40.080553,  Lng: -111.604347),  Route carried "on" structure: County highway 2866,  Year Built: 1984,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 168 (year 2020),  Average Future Daily Traffic: 210 (year 2040),  Design Load: HL 93,  Features Intersected: HIGHLINE CANAL OVERFLOW,  Facility Carried by Structure: POWER HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.359,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.1 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49042D,  Location: SE. SIDE OF SPANISH FORK (Lat: 40.084025,  Lng: -111.597464),  Route carried "on" structure: City street 2866,  Year Built: 2002,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 168 (year 2020),  Average Future Daily Traffic: 210 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPANISH FORK RIVER,  Facility Carried by Structure: POWER HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.065,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: 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: 15.8m (51.8ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 41.5 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: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 49044F,  Location: 9400 S.1100 E.,SW.SP.FORK (Lat: 40.075006,  Lng: -111.629153),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 322 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 392 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPANISH FORK RIVER,  Facility Carried by Structure: CO.RD.1100 EAST.ST
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.122,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.1 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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 49097F,  Location: 600 S. WEST PARK DRIVE (Lat: 40.099622,  Lng: -111.669694),  Route carried "on" structure: City street 2853,  Year Built: 2010,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 625 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPANISH FORK RIVER,  Facility Carried by Structure: WEST PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.026,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  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: 36.0 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: C 679,  Location: AT MOUTH SPANISH FK. CYN. (Lat: 40.082528,  Lng: -111.589303),  Route carried "on" structure: US 6,  Year Built: 1978,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 12,495 (year 2020),  Truck Traffic: 39%,  Average Future Daily Traffic: 15,619 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 286.365,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D 609,  Location: 1.6 MI W OF JCT SR-156 (Lat: 40.102614,  Lng: -111.680597),  Route carried "on" structure: State highway 115,  Year Built: 1958,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,249 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 1,561 (year 2040),  Design Load: H 15,  Features Intersected: SPANISH FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.679,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 42.1 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D 833,  Location: MOUTH of SPANISH FORK CAN (Lat: 40.075356,  Lng: -111.580547),  Route carried "on" structure: US 6,  Year Built: 2002,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 12,037 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,046 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC SPUR TRACK
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 287.489,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E2663,  Location: 2.1Mi.SW of Spanish Fork (Lat: 40.103331,  Lng: -111.683706),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HL 93,  Features Intersected: SPANISH FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.150,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 63.4m (208.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: F 263,  Location: 4TH NO.ST.in SPANISH FORK (Lat: 40.115308,  Lng: -111.635725),  Route carried "on" structure: State highway 6,  Year Built: 1971,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 30,166 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 37,708 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-147
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 280.823,  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: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 33.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 775,  Location: South Spanish Fork (Lat: 40.094425,  Lng: -111.655558),  Route carried "on" structure: US 198,  Year Built: 2010,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 27,723 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 34,654 (year 2040),  Design Load: HL 93,  Features Intersected: SPANISH FORK RIVER
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 18.634,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.5 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 83,  Location: 1.5 Mi.No. of Sp.Fk. Int. (Lat: 40.144547,  Lng: -111.647247),  Route carried "on" structure: City street 2845,  Year Built: 2010,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 3,166 (year 2020),  Average Future Daily Traffic: 3,958 (year 2040),  Design Load: HL 93,  Features Intersected: I-15, (SR-15),  Facility Carried by Structure: 2700 N.ST.in SP.FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.670,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 36.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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: F 833,  Location: US-6/Moark Con.Intchg. (Lat: 40.128139,  Lng: -111.648600),  Route carried "on" structure: US 15,  Year Built: 2012,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HL 93,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: US-6, (SR-6)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.216,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 15NR2,  Subroute: 12),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 32.1 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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 999,  Location: SP. FORK, MAIN ST. INTCHG (Lat: 40.124114,  Lng: -111.655089),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HL 93,  Features Intersected: SR-156, SP.FORK MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.281,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 15PR2,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.9m (183.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C1,  Location: SPANISH FORK INTERCHG. (Lat: 40.124678,  Lng: -111.655058),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HL 93,  Features Intersected: SR-156, SP.FORK MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 414.557,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 103,  Location: 1.7 MI.SW.SPANISH FK.INT. (Lat: 40.107878,  Lng: -111.677750),  Route carried "on" structure: Interstate 15,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LELAND SUGAR FACTORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.866,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 21.1 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1F 104,  Location: 1.5 MI SW SPANISH FK INT (Lat: 40.109664,  Lng: -111.675347),  Route carried "on" structure: Interstate 15,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 412.151,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 24.6 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1F 831,  Location: 900 No.300 W. Spanish Fk. (Lat: 40.121444,  Lng: -111.660150),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HL 93,  Features Intersected: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.993,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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 835,  Location: 0.7Mi.No. of Spanish Fork (Lat: 40.132797,  Lng: -111.646706),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 101,934 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 127,418 (year 2040),  Design Load: HL 93,  Features Intersected: UPRR and WILLIAMS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.761,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 836,  Location: 1.1 Mi.No. of US-6 Intchg (Lat: 40.137964,  Lng: -111.646689),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 101,934 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 127,418 (year 2040),  Design Load: HL 93,  Features Intersected: UPRR SHARP SUB SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.335,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  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: 3C1,  Location: SPANISH FORK INTERCHG. (Lat: 40.125281,  Lng: -111.654389),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HL 93,  Features Intersected: SR-156, SP.FORK MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 414.466,  Lanes on structure: 3,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.0 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C1001,  Location: SPANISH FORK INTERCHG. (Lat: 40.125422,  Lng: -111.654394),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HL 93,  Features Intersected: SR-156, SP.FORK MAIN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.913,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 15NR2,  Subroute: 12),  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.9m (160.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 42.1 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: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 103,  Location: 1.7 MI.SW.SPANISH FK.INT. (Lat: 40.108233,  Lng: -111.677650),  Route carried "on" structure: Interstate 15,  Year Built: 1967,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LELAND SUGAR FACTORY RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 411.720,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 24.6 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3F 104,  Location: 1.5 MI.SW.SPANISH FK.INT. (Lat: 40.110122,  Lng: -111.675119),  Route carried "on" structure: Interstate 15,  Year Built: 1967,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UPRR, SPUR TRACK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 412.021,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.2 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: 24.6 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,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3F 831,  Location: 900 N.300 W.Spanish Fork (Lat: 40.121989,  Lng: -111.659853),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 60,929 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 76,161 (year 2040),  Design Load: HL 93,  Features Intersected: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 413.873,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.8m (81.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  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 834,  Location: At US-6, Moark Interchg. (Lat: 40.132750,  Lng: -111.647342),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HL 93,  Features Intersected: UPRR AND WILLIAMS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.523,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 15NR2,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.7 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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 835,  Location: 0.7Mi.No.of Spanish Fork (Lat: 40.133028,  Lng: -111.646975),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 3.80m (12.47ft),  Average Daily Traffic: 101,934 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 127,418 (year 2040),  Design Load: HL 93,  Features Intersected: UPRR & WILLIAMS LN.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 415.592,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.2 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  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 836,  Location: 1.1 Mi.No.of US-6 Intchg. (Lat: 40.138222,  Lng: -111.646967),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 101,934 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 127,418 (year 2040),  Design Load: HL 93,  Features Intersected: UPRR SHARP SUB SPUR LINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 416.169,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2020,  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: 47079F,  Location: 2 MILES SOUTH OF OURAY (Lat: 40.064164,  Lng: -111.567389),  Route carried "on" structure: County highway 2765,  Year Built: 2020,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 63 (year 2020),  Average Future Daily Traffic: 79 (year 2040),  Design Load: HL 93,  Features Intersected: WHITE RIVER,  Facility Carried by Structure: SEEP RIDGE RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 83.831,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 73.9 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: 40.5 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: F 263,  Location: 4TH NO.ST.in SPANISH FORK (Lat: 40.115308,  Lng: -111.635725),  Route carried "under" structure: State highway 147,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 2,742 (year 2020),  Truck Traffic: 20%,  Features Intersected: SR-147,  Facility Carried by Structure: US-6 (SR-6)
Minimum Vertical Clearance: 4.62m (15.16ft),  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)

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Structure Number: F 83,  Location: 1.5 Mi.No. of Sp.Fk. Int. (Lat: 40.144547,  Lng: -111.647247),  Route carried "under" structure: Interstate 15,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 101,934 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-15, (SR-15),  Facility Carried by Structure: 2700 N.ST.in SP.FK
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 416.526,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: F 833,  Location: US-6/Moark Con.Intchg. (Lat: 40.128139,  Lng: -111.648600),  Route carried "under" structure: Interstate 15,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 76,067 (year 2020),  Truck Traffic: 23%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: US-6, (SR-6)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 414.625,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 1C 999,  Location: SP. FORK, MAIN ST. INTCHG (Lat: 40.124114,  Lng: -111.655089),  Route carried "under" structure: State highway 156,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 26,316 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-156, SP.FORK MAIN ST.,  Facility Carried by Structure: I-15 NB RP.to SR-6
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.108,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.9m (183.4ft)

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Structure Number: 1C1,  Location: SPANISH FORK INTERCHG. (Lat: 40.124678,  Lng: -111.655058),  Route carried "under" structure: State highway 156,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 26,316 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-156, SP.FORK MAIN ST.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.108,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 1F 103,  Location: 1.7 MI.SW.SPANISH FK.INT. (Lat: 40.107878,  Lng: -111.677750),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Features Intersected: LELAND SUGAR FACTORY RD.,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.1m (59.4ft)

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Structure Number: 1F 831,  Location: 900 No.300 W. Spanish Fk. (Lat: 40.121444,  Lng: -111.660150),  Route carried "under" structure: City street 2831,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 183 (year 2020),  Features Intersected: 300 WEST STREET,  Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1F 835,  Location: 0.7Mi.No. of Spanish Fork (Lat: 40.132797,  Lng: -111.646706),  Route carried "under" structure: ServiceCity street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 104,000 (year 2020),  Truck Traffic: 21%,  Features Intersected: UPRR and WILLIAMS LANE,  Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 7.36m (24.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: 3C1,  Location: SPANISH FORK INTERCHG. (Lat: 40.125281,  Lng: -111.654389),  Route carried "under" structure: State highway 156,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 26,316 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-156, SP.FORK MAIN ST.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.108,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 3C1001,  Location: SPANISH FORK INTERCHG. (Lat: 40.125422,  Lng: -111.654394),  Route carried "under" structure: State highway 156,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 26,316 (year 2020),  Truck Traffic: 26%,  Features Intersected: SR-156, SP.FORK MAIN ST.,  Facility Carried by Structure: I-15 SB RP.fr.SR-6
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 2.108,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: 3F 103,  Location: 1.7 MI.SW.SPANISH FK.INT. (Lat: 40.108233,  Lng: -111.677650),  Route carried "under" structure: County highway ,  Year Built: 1967,  Structure Length: 0. m,  Features Intersected: LELAND SUGAR FACTORY RD.,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.1m (59.4ft)

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Structure Number: 3F 831,  Location: 900 N.300 W.Spanish Fork (Lat: 40.121989,  Lng: -111.659853),  Route carried "under" structure: City street 2831,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 183 (year 2020),  Features Intersected: 300 WEST STREET,  Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 3F 834,  Location: At US-6, Moark Interchg. (Lat: 40.132750,  Lng: -111.647342),  Route carried "under" structure: ServiceCity street ,  Year Built: 2012,  Structure Length: 0. m,  Features Intersected: UPRR AND WILLIAMS LANE,  Facility Carried by Structure: I-15SB OFF-RP.-US6
Minimum Vertical Clearance: 7.17m (23.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: 3F 835,  Location: 0.7Mi.No.of Spanish Fork (Lat: 40.133028,  Lng: -111.646975),  Route carried "under" structure: ServiceCity street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 104,000 (year 2020),  Truck Traffic: 21%,  Features Intersected: UPRR & WILLIAMS LN.,  Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 7.36m (24.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.2m (118.8ft)