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

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Structure Number: 49025F,  Location: 1080 EAST 800 SOUTH, OREM (Lat: 40.282514,  Lng: -111.668797),  Route carried "on" structure: City street 2974,  Year Built: 1960,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 13,343 (year 2020),  Average Future Daily Traffic: 16,679 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROVO RIVER,  Facility Carried by Structure: 800 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.689,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 49068F,  Location: 1200 EAST CENTER ST. OREM (Lat: 40.297053,  Lng: -111.666972),  Route carried "on" structure: City street 2960,  Year Built: 1982,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 18,784 (year 2020),  Average Future Daily Traffic: 23,480 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CARTERVILLE ROAD,  Facility Carried by Structure: OREM CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.704,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.1 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 49084F,  Location: NEAR MURDOCK DIVISION DAM (Lat: 40.326347,  Lng: -111.642536),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.05m (6.73ft),  Average Daily Traffic: 242 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 294 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROVO RIVER,  Facility Carried by Structure: OREM CITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 49104E,  Location: 800 EAST 1400 NORTH, OREM (Lat: 40.322653,  Lng: -111.676794),  Route carried "on" structure: City street 2946,  Year Built: 2012,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11,217 (year 2020),  Average Future Daily Traffic: 14,021 (year 2040),  Design Load: HL 93,  Features Intersected: MURDOCK CANAL TRAIL,  Facility Carried by Structure: 800 E. ST. IN OREM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.517,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft)

Condition: Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 18.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: C 568,  Location: 750 EAST IN OREM (Lat: 40.265567,  Lng: -111.671542),  Route carried "on" structure: County highway 2962,  Year Built: 1970,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 8,875 (year 2020),  Average Future Daily Traffic: 11,094 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-265,  Facility Carried by Structure: CARTERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.0 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: 49.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: C1015,  Location: Near Geneva Plant Site (Lat: 40.291225,  Lng: -111.734000),  Route carried "on" structure: State highway 114,  Year Built: 2012,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 12,192 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 15,240 (year 2040),  Design Load: HL 93,  Features Intersected: UPRR & UTA TRACKS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.015,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 26 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 77.6m (254.6ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.7 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: 34.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E2222,  Location: 1.1 MI.EAST OF OLMSTEAD (Lat: 40.324042,  Lng: -111.643167),  Route carried "on" structure: State highway 189,  Year Built: 1956,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 27,989 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 34,986 (year 2040),  Design Load: H 15,  Features Intersected: MURDOCK CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.633,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: F 673,  Location: 1200 SO. INTCHG. in OREM (Lat: 40.275292,  Lng: -111.719386),  Route carried "on" structure: State highway 265,  Year Built: 2001,  Status: Open,  Structure Length: 6.59m (21.62ft),  Average Daily Traffic: 21,837 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,296 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15) NBL AND SBL
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.672,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 0.0m,  Curb-To-Curb Width: 32.0m (105.0ft),  Out-to-Out Width: 71.0m (232.9ft)

Condition: Deck: Satisfactory,  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: 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: 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: December 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 674,  Location: WEST of 12th SO.INT.,OREM (Lat: 40.275242,  Lng: -111.721956),  Route carried "on" structure: State highway 265,  Year Built: 2001,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 21,837 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 27,296 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UPRR and UTA
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.453,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 35.6m (116.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 99,  Location: OREM CENTER ST INTERCHANG (Lat: 40.296833,  Lng: -111.725533),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 154,070 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 192,588 (year 2040),  Design Load: HL 93,  Features Intersected: Center Street in Orem
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.104,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.7m (215.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 41.8 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 991,  Location: AT 800 NO.in OREM INTCHG. (Lat: 40.311461,  Lng: -111.725825),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 154,070 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 192,588 (year 2040),  Design Load: HL 93,  Features Intersected: SR-52, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 437.728,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.7m (215.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.8 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1C 994,  Location: PROVO CENTER ST. INTCHG. (Lat: 40.233775,  Lng: -111.684556),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 8.39m (27.53ft),  Average Daily Traffic: 126,866 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 158,583 (year 2040),  Design Load: HL 93,  Features Intersected: PROVO CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.999,  Lanes on structure: 5,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.1m (141.4ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 38.9 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: 27.2 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: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 814,  Location: At 1600 NORTH INTERCHANGE (Lat: 40.326100,  Lng: -111.731531),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 200,425 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 250,531 (year 2040),  Design Load: HL 93,  Features Intersected: 1600 NO.ST.,INT.X-RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 439.512,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.4 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 818,  Location: I-15 & 400 North in O (Lat: 40.304294,  Lng: -111.725664),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 154,070 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 192,588 (year 2040),  Design Load: HL 93,  Features Intersected: 400 North Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.932,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 826,  Location: 450 WEST 2000 SO. OREM (Lat: 40.260567,  Lng: -111.705250),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 139,790 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 174,738 (year 2040),  Design Load: HL 93,  Features Intersected: 2000 SOUTH ST. in OREM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.566,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2F 488,  Location: AT OLMSTEAD INTCHG. (Lat: 40.313250,  Lng: -111.656511),  Route carried "on" structure: State highway 52,  Year Built: 1985,  Status: Open,  Structure Length: 3.88m (12.73ft),  Average Daily Traffic: 6,503 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,129 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROVO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.102,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 52NR0,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.1m (95.5ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.1 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: 43.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 3C 99,  Location: Orem Center St Interchang (Lat: 40.297572,  Lng: -111.725944),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 181,257 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 226,571 (year 2040),  Design Load: HL 93,  Features Intersected: Center Street in Orem
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 435.994,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.7m (215.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.8 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3C 991,  Location: At the 800 North Intchg. (Lat: 40.312203,  Lng: -111.726167),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 154,070 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 192,588 (year 2040),  Design Load: HL 93,  Features Intersected: SR-52, INTCHG. X-ROAD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 437.618,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.7m (215.6ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 41.8 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: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 815,  Location: 800 West 400 South-Orem (Lat: 40.290108,  Lng: -111.725781),  Route carried "on" structure: Interstate 15,  Year Built: 2012,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 181,257 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 226,571 (year 2040),  Design Load: HL 93,  Features Intersected: 400 SOUTH ST.in OREM
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 435.165,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.4m (109.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 33.4m (109.6ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.1 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: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 818,  Location: I-15 & 400 North in O (Lat: 40.304719,  Lng: -111.726036),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 154,070 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 192,588 (year 2040),  Design Load: HL 93,  Features Intersected: 400 North Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 436.787,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 34.3m (112.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.1 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: 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3F 826,  Location: 450 WEST 2000 SO.in OREM (Lat: 40.260969,  Lng: -111.706103),  Route carried "on" structure: Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 139,790 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 174,738 (year 2040),  Design Load: HL 93,  Features Intersected: 2000 SOUTH ST. in OREM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 431.432,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.7m (97.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.2m (138.5ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.7 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 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 487,  Location: AT OLMSTED (Lat: 40.313189,  Lng: -111.656942),  Route carried "on" structure: State highway 52,  Year Built: 1984,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 6,503 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,129 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PROVO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.017,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 52PR0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 49068F,  Location: 1200 EAST CENTER ST. OREM (Lat: 40.297053,  Lng: -111.666972),  Route carried "under" structure: City street 2960,  Year Built: 1982,  Structure Length: 0. m,  Average Daily Traffic: 18,784 (year 2020),  Features Intersected: CARTERVILLE ROAD,  Facility Carried by Structure: OREM CENTER STREET
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 5.704,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: C 568,  Location: 750 EAST IN OREM (Lat: 40.265567,  Lng: -111.671542),  Route carried "under" structure: State highway 265,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 30,066 (year 2020),  Truck Traffic: 23%,  Features Intersected: SR-265,  Facility Carried by Structure: CARTERVILLE ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 5.398,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: F 673,  Location: 1200 SO. INTCHG. in OREM (Lat: 40.275292,  Lng: -111.719386),  Route carried "under" structure: Interstate 15,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 139,790 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-15 (SR-15) NBL AND SBL,  Facility Carried by Structure: SR-265, INT.X-RD.
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 432.724,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 1C 99,  Location: OREM CENTER ST INTERCHANG (Lat: 40.296833,  Lng: -111.725533),  Route carried "under" structure: City street 2960,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 9,432 (year 2020),  Features Intersected: Center Street in Orem,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 1C 991,  Location: AT 800 NO.in OREM INTCHG. (Lat: 40.311461,  Lng: -111.725825),  Route carried "under" structure: State highway 52,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,503 (year 2020),  Truck Traffic: 20%,  Features Intersected: SR-52, INTCHG. X-ROAD,  Facility Carried by Structure: I-15 (SR-15) NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.747,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 1C 994,  Location: PROVO CENTER ST. INTCHG. (Lat: 40.233775,  Lng: -111.684556),  Route carried "under" structure: Interstate 114,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 30,483 (year 2020),  Truck Traffic: 15%,  Features Intersected: PROVO CENTER STREET,  Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.1m (141.4ft)

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Structure Number: 1F 814,  Location: At 1600 NORTH INTERCHANGE (Lat: 40.326100,  Lng: -111.731531),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 26%,  Features Intersected: 1600 NO.ST.,INT.X-RD.,  Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 1F 815,  Location: 800 West 400 South (Lat: 40.289692,  Lng: -111.725433),  Route carried "under" structure: City street 2964,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,695 (year 2020),  Features Intersected: 400 SOUTH ST. in OREM,  Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1F 818,  Location: I-15 & 400 North in O (Lat: 40.304294,  Lng: -111.725664),  Route carried "under" structure: Business City street ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 2020),  Features Intersected: 400 North Street,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 1F 826,  Location: 450 WEST 2000 SO. OREM (Lat: 40.260567,  Lng: -111.705250),  Route carried "under" structure: City street 2892,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2020),  Features Intersected: 2000 SOUTH ST. in OREM,  Facility Carried by Structure: I-15NB, (SR-15)
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.2m (138.5ft)

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Structure Number: 3C 99,  Location: Orem Center St Interchang (Lat: 40.297572,  Lng: -111.725944),  Route carried "under" structure: City street ,  Year Built: 2011,  Structure Length: 0. m,  Features Intersected: Center Street in Orem,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 3C 991,  Location: At the 800 North Intchg. (Lat: 40.312203,  Lng: -111.726167),  Route carried "under" structure: State highway 52,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,503 (year 2020),  Truck Traffic: 20%,  Features Intersected: SR-52, INTCHG. X-ROAD.,  Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.739,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.7m (215.6ft)

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Structure Number: 3F 815,  Location: 800 West 400 South-Orem (Lat: 40.290108,  Lng: -111.725781),  Route carried "under" structure: City street 2964,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 4,695 (year 2020),  Features Intersected: 400 SOUTH ST.in OREM,  Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 3F 818,  Location: I-15 & 400 North in O (Lat: 40.304719,  Lng: -111.726036),  Route carried "under" structure: Business City street ,  Year Built: 2011,  Structure Length: 0. m,  Features Intersected: 400 North Street,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 3F 826,  Location: 450 WEST 2000 SO.in OREM (Lat: 40.260969,  Lng: -111.706103),  Route carried "under" structure: City street 2982,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 2,266 (year 2020),  Features Intersected: 2000 SOUTH ST. in OREM,  Facility Carried by Structure: I-15SB, (SR-15)
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.2m (138.5ft)