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

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Structure Number: 3008D,  Location: NW SIDE OF TREMONTON (Lat: 41.725464,  Lng: -112.201472),  Route carried "on" structure: City street 1127,  Year Built: 1950,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 605 (year 2020),  Average Future Daily Traffic: 756 (year 2040),  Design Load: H 15,  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: CITY RD-TREMONTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3009V,  Location: NW SIDE OF TREMONTON (Lat: 41.723400,  Lng: -112.200800),  Route carried "on" structure: City street 1125,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,608 (year 2020),  Average Future Daily Traffic: 2,010 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL,  Facility Carried by Structure: CITY RD-TREMONTON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.382,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 3042F,  Location: SOUTH SIDE OF TREMONTON (Lat: 41.697375,  Lng: -112.161836),  Route carried "on" structure: City street 1124,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 281 (year 2020),  Average Future Daily Traffic: 351 (year 2040),  Design Load: HL 93,  Features Intersected: MALAD RIVER,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.654,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

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: 22.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3043F,  Location: 5200 W.10800 N. IN COUNTY (Lat: 41.705064,  Lng: -112.142447),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 126 (year 2020),  Average Future Daily Traffic: 153 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CORINNE CANAL,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3045E,  Location: 1000 N Tremonton (Lat: 41.725611,  Lng: -112.195442),  Route carried "on" structure: City street 1127,  Year Built: 1988,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 605 (year 2020),  Average Future Daily Traffic: 756 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 1000 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.824,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 3046D,  Location: 2 MI.W. TREMONTON AIRPORT (Lat: 41.715486,  Lng: -112.225700),  Route carried "on" structure: County highway 1119,  Year Built: 1928,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 104 (year 2020),  Average Future Daily Traffic: 130 (year 2040),  Design Load: H 15,  Features Intersected: WEST CANAL,  Facility Carried by Structure: CO. RD., 8600 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.695,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 34.3 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: 22.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3054E,  Location: 990 NORTH 2000 WEST (Lat: 41.725208,  Lng: -112.196017),  Route carried "on" structure: Alternate City street 1123,  Year Built: 2006,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 519 (year 2020),  Average Future Daily Traffic: 649 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 2000 WEST ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.576,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 33.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 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: 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: November 2021

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Structure Number: 3069D,  Location: 10000 W. 12000 N. (Lat: 41.724103,  Lng: -112.259122),  Route carried "on" structure: County highway 1080,  Year Built: 2008,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 138 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 10000 WEST ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.599,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 20.4 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: Somewhat better than minimum adequacy,  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: November 2021,  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: 3081E,  Location: 11785 N. 9200 W. (Lat: 41.720047,  Lng: -112.239514),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 214 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 260 (year 2040),  Design Load: HL 93,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 9200 WEST ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.312,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 66.1 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: 54.8 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: Equal to 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: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C 542,  Location: WEST TREMONTON INTERCHG. (Lat: 41.710783,  Lng: -112.206878),  Route carried "on" structure: State highway 102,  Year Built: 1972,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 2,670 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 3,338 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-84 (SR-84) EBL & W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.809,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 50.7m (166.3ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.1 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: 46.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: D 411,  Location: 0.7 MI NORTH HAWS CORNER (Lat: 41.722161,  Lng: -112.142678),  Route carried "on" structure: State highway 13,  Year Built: 1938,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,497 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 5,621 (year 2040),  Design Load: H 15,  Features Intersected: CORINNE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E2207,  Location: 3.3 MILES W OF TREMONTON (Lat: 41.717256,  Lng: -112.221114),  Route carried "on" structure: Interstate 84,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 10,003 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 12,504 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BOTHWELL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.351,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 11.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: E2541,  Location: At Haws Corner (Lat: 41.712283,  Lng: -112.142872),  Route carried "on" structure: State highway 102,  Year Built: 2005,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 7,772 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,715 (year 2040),  Design Load: HL 93,  Features Intersected: CORINNE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.137,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: F 472,  Location: AT THE BOTHWELL INTERCHG. (Lat: 41.720864,  Lng: -112.228183),  Route carried "on" structure: County highway 84,  Year Built: 1989,  Status: Open,  Structure Length: 7.73m (25.36ft),  Average Daily Traffic: 9,151 (year 2020),  Truck Traffic: 52%,  Average Future Daily Traffic: 11,439 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-84 (SR-84),  Facility Carried by Structure: CO.RD.-INTCHG.X-RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.3m (125.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 37.9 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: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: F 473,  Location: 2.5 MI.NW.BOTHWELL INTCHG (Lat: 41.747689,  Lng: -112.258417),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 1,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-84 (SR-84),  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.036,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.3 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: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: F 545,  Location: EAST SIDE OF TREMONTON (Lat: 41.711881,  Lng: -112.161122),  Route carried "on" structure: State highway 102,  Year Built: 1988,  Status: Open,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 7,772 (year 2020),  Truck Traffic: 46%,  Average Future Daily Traffic: 9,715 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.618,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.3 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: 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: 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: April 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: 1E2314,  Location: GARLAND INTERCHANGE (Lat: 41.727072,  Lng: -112.191567),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1988,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.156,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 67.1 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: 47.3 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 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: April 2021

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Structure Number: 1F 184,  Location: SOUTH TREMONTON (Lat: 41.698825,  Lng: -112.180322),  Route carried "on" structure: Interstate 15,  Year Built: 1972,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 20,588 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CO.RD.(IOWA STRING RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 610.309,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.7 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1F 316,  Location: SOUTH TREMONTON (Lat: 41.694117,  Lng: -112.170456),  Route carried "on" structure: Interstate 15,  Year Built: 1972,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 20,588 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD & UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 609.335,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.6 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 514,  Location: WEST OF TREMONTON (Lat: 41.710858,  Lng: -112.192331),  Route carried "on" structure: Interstate 15,  Year Built: 1990,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 13,423 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 16,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-102, MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 612.098,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.1m (56.1ft)

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

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Structure Number: 1F 516,  Location: GARLAND INTERCHANGE (Lat: 41.725422,  Lng: -112.192481),  Route carried "on" structure: Interstate 15,  Year Built: 1990,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 13,953 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 17,441 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY RD.,INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 613.716,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 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,  Underclear: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1F 517,  Location: I-15,I-84 INT.@ TREMONTON (Lat: 41.703969,  Lng: -112.192314),  Route carried "on" structure: Ramp Interstate 84,  Year Built: 1990,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 9,151 (year 2020),  Truck Traffic: 52%,  Average Future Daily Traffic: 11,439 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-84 (SR-84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.164,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 84PR0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.9 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: 41.5 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: April 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: 2F 184,  Location: SOUTH TREMONTON (Lat: 41.698789,  Lng: -112.180850),  Route carried "on" structure: Interstate 84,  Year Built: 1972,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 12,145 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 15,181 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CO.RD.(IOWA STRING RD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.280,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 46.0 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3F 316,  Location: SOUTH TREMONTON (Lat: 41.694106,  Lng: -112.171183),  Route carried "on" structure: Interstate 15,  Year Built: 1972,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 20,588 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD AND UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 609.171,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3F 514,  Location: WEST OF TREMONTON (Lat: 41.711361,  Lng: -112.192692),  Route carried "on" structure: Interstate 15,  Year Built: 1990,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 13,423 (year 2020),  Truck Traffic: 40%,  Average Future Daily Traffic: 16,779 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-102
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 612.380,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 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: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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 515,  Location: I-15, I-84 INT.TREMONTON (Lat: 41.697072,  Lng: -112.180233),  Route carried "on" structure: Interstate 15,  Year Built: 1990,  Status: Open,  Structure Length: 3.43m (11.25ft),  Average Daily Traffic: 20,588 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CO.RD,IOWA STRING ROAD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 610.010,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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 516,  Location: GARLAND INTERCHANGE (Lat: 41.726161,  Lng: -112.192842),  Route carried "on" structure: Interstate 15,  Year Built: 1990,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 13,953 (year 2020),  Truck Traffic: 34%,  Average Future Daily Traffic: 17,441 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COUNTY RD.,INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 614.023,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 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,  Underclear: 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: April 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 517,  Location: I-15, I-84 INT.-TREMONTON (Lat: 41.705014,  Lng: -112.192619),  Route carried "on" structure: Interstate 15,  Year Built: 1990,  Status: Open,  Structure Length: 8.42m (27.62ft),  Average Daily Traffic: 20,588 (year 2020),  Truck Traffic: 45%,  Average Future Daily Traffic: 25,735 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-84 (SR-84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 611.675,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.2 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: 44.4 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C 542,  Location: WEST TREMONTON INTERCHG. (Lat: 41.710783,  Lng: -112.206878),  Route carried "under" structure: Interstate 84,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 10,003 (year 2020),  Truck Traffic: 46%,  Features Intersected: I-84 (SR-84) EBL & W,  Facility Carried by Structure: SR-102
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 65.695,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.7m (166.3ft)

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Structure Number: F 472,  Location: AT THE BOTHWELL INTERCHG. (Lat: 41.720864,  Lng: -112.228183),  Route carried "under" structure: Interstate 84,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 10,003 (year 2020),  Truck Traffic: 46%,  Features Intersected: I-84 (SR-84),  Facility Carried by Structure: CO.RD.-INTCHG.X-RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 63.926,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.3m (125.7ft)

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Structure Number: F 473,  Location: 2.5 MI.NW.BOTHWELL INTCHG (Lat: 41.747689,  Lng: -112.258417),  Route carried "under" structure: Interstate 84,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 9,941 (year 2020),  Truck Traffic: 48%,  Features Intersected: I-84 (SR-84),  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 59.528,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 1F 184,  Location: SOUTH TREMONTON (Lat: 41.698825,  Lng: -112.180322),  Route carried "under" structure: County highway 1110,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,399 (year 2020),  Features Intersected: CO.RD.(IOWA STRING RD),  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 1F 316,  Location: SOUTH TREMONTON (Lat: 41.694117,  Lng: -112.170456),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Features Intersected: COUNTY ROAD & UPRR,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1F 514,  Location: WEST OF TREMONTON (Lat: 41.710858,  Lng: -112.192331),  Route carried "under" structure: State highway 102,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 6,674 (year 2020),  Truck Traffic: 33%,  Features Intersected: SR-102, MAIN STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 24.007,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 1F 516,  Location: GARLAND INTERCHANGE (Lat: 41.725422,  Lng: -112.192481),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 0. m,  Features Intersected: COUNTY RD.,INTCHG.X-ROAD,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 1F 517,  Location: I-15,I-84 INT.@ TREMONTON (Lat: 41.703969,  Lng: -112.192314),  Route carried "under" structure: Interstate 84,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,145 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-84 (SR-84)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 67.079,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 2F 184,  Location: SOUTH TREMONTON (Lat: 41.698789,  Lng: -112.180850),  Route carried "under" structure: County highway 1110,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,399 (year 2020),  Features Intersected: CO.RD.(IOWA STRING RD),  Facility Carried by Structure: I-84 (SR-84) EBL
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 3F 316,  Location: SOUTH TREMONTON (Lat: 41.694106,  Lng: -112.171183),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Features Intersected: COUNTY ROAD AND UPRR,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 7.48m (24.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 3F 514,  Location: WEST OF TREMONTON (Lat: 41.711361,  Lng: -112.192692),  Route carried "under" structure: State highway 102,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 6,674 (year 2020),  Truck Traffic: 33%,  Features Intersected: SR-102,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 23.974,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 3F 515,  Location: I-15, I-84 INT.TREMONTON (Lat: 41.697072,  Lng: -112.180233),  Route carried "under" structure: County highway 1110,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 2,459 (year 2020),  Features Intersected: CO.RD,IOWA STRING ROAD),  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 14.661,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 3F 516,  Location: GARLAND INTERCHANGE (Lat: 41.726161,  Lng: -112.192842),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 0. m,  Features Intersected: COUNTY RD.,INTCHG.X-ROAD,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 3F 517,  Location: I-15, I-84 INT.-TREMONTON (Lat: 41.705014,  Lng: -112.192619),  Route carried "under" structure: Interstate 84,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,145 (year 2020),  Truck Traffic: 36%,  Features Intersected: I-84 (SR-84),  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 67.047,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)