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

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Structure Number: 3017C,  Location: 5800 W. 15600 N., GARLAND (Lat: 41.792089,  Lng: -112.160428),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 190 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 230 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 15600 N.ST.,CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.302,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 7.8 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  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: 3018D,  Location: 5750 W. 16800 N., GARLAND (Lat: 41.813936,  Lng: -112.158900),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,375 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,670 (year 2040),  Design Load: HS 20,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 16800 N.ST.,CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.482,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 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: Somewhat better than minimum adequacy,  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: 3019D,  Location: 4800 W. 16800 N.,FIELDING (Lat: 41.814217,  Lng: -112.138183),  Route carried "on" structure: County highway 1133,  Year Built: 1958,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,006 (year 2020),  Average Future Daily Traffic: 1,258 (year 2040),  Design Load: H 15,  Features Intersected: MALAD RIVER,  Facility Carried by Structure: 16800 N.ST,FA# 506
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.588,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.0 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: 3020F,  Location: 17740 N. 4400 W.,FIELDING (Lat: 41.831694,  Lng: -112.126319),  Route carried "on" structure: County highway 1140,  Year Built: 1960,  Status: Open,  Structure Length: 1.51m (4.95ft),  Average Daily Traffic: 110 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 138 (year 2040),  Design Load: H 15,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 4400 W.ST.,CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.921,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3024C,  Location: 5600 W. 17600 N., GARLAND (Lat: 41.828503,  Lng: -112.155475),  Route carried "on" structure: County highway ,  Year Built: 1948,  Year Reconstructed: 1980,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 70 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 85 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL,  Facility Carried by Structure: 17600 N.ST.,CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.798,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.0m (29.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 11.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 8.4 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  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: 3082E,  Location: 4540 W. 14400 N., GARLAND (Lat: 41.770722,  Lng: -112.129178),  Route carried "on" structure: County highway 1138,  Year Built: 2015,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 120 (year 2020),  Average Future Daily Traffic: 150 (year 2040),  Design Load: HL 93,  Features Intersected: CORINNE CANAL,  Facility Carried by Structure: 14400 NO.ST.,CO.RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.081,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  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: 8.0m (26.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.1 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: 54.1 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: D 345,  Location: SOUTH OF PLYMOUTH (Lat: 41.838067,  Lng: -112.147092),  Route carried "on" structure: State highway 13,  Year Built: 1933,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,243 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 1,554 (year 2040),  Design Load: H 15,  Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.716,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.3 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,  Deck Geometry: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E 98,  Location: SOUTH OF PLYMOUTH (Lat: 41.844783,  Lng: -112.146428),  Route carried "on" structure: State highway 13,  Year Built: 1939,  Year Reconstructed: 1954,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,243 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 1,554 (year 2040),  Design Load: H 20,  Features Intersected: BOTHWELL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.471,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  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: 11.3m (37.1ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Channel: Satisfactory,  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: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 2021

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Structure Number: E1905,  Location: 1.5 MI.EAST OF RIVERSIDE (Lat: 41.785506,  Lng: -112.119500),  Route carried "on" structure: State highway 30,  Year Built: 1976,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7,585 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,481 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CORINNE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.457,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: 22.0 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: April 2021

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Structure Number: E2347,  Location: 1/4 MI.EAST RIVERSIDE INT (Lat: 41.784758,  Lng: -112.160828),  Route carried "on" structure: State highway 30,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,635 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,044 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WEST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.021,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.4m (14.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.6 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: 36.3 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 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 321,  Location: 0.6 MI. EAST OF RIVERSIDE (Lat: 41.785250,  Lng: -112.137858),  Route carried "on" structure: State highway 30,  Year Built: 1975,  Status: Open,  Structure Length: 2.98m (9.78ft),  Average Daily Traffic: 6,840 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,550 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MALAD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 148.931,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 15.2 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: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 322,  Location: 2 MILES EAST OF RIVERSIDE (Lat: 41.784325,  Lng: -112.112353),  Route carried "on" structure: State highway 30,  Year Built: 1975,  Status: Open,  Structure Length: 12.50m (41.01ft),  Average Daily Traffic: 7,585 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,481 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAR RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 150.915,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.2m (102.4ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 25.9 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 342,  Location: WEST OF COLLINSTON JCT. (Lat: 41.785011,  Lng: -112.092864),  Route carried "on" structure: State highway 30,  Year Built: 1975,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 7,585 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,481 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 152.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 38.6 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: 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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F 48,  Location: 4.1 MI.NO.RIVERSIDE INT. (Lat: 41.842653,  Lng: -112.175500),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 7.87m (25.82ft),  Average Daily Traffic: 2,000 (year 2020),  Average Future Daily Traffic: 2,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.087,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  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: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 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: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 509,  Location: SOUTH OF FIELDING (Lat: 41.793786,  Lng: -112.115603),  Route carried "on" structure: State highway 81,  Year Built: 1983,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 792 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CORINNE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.704,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.9 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F 51,  Location: SOUTH OF FIELDING (Lat: 41.792711,  Lng: -112.117022),  Route carried "on" structure: State highway 81,  Year Built: 1983,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 792 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 990 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CORINNE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.486,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: V1649,  Location: 1 MI.NO.RIVERSIDE INTCHG. (Lat: 41.801283,  Lng: -112.175683),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 12,662 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,828 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CATTLE UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 622.426,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Culverts: Good,  Operating Rating: 84.2 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: 83.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: V165,  Location: 2.5 MI.NO.RIVERSIDE INT. (Lat: 41.819517,  Lng: -112.179536),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 12,662 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,828 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FARM ROAD UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 624.480,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Culverts: Very 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: Equal to present desirable 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

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Structure Number: 1F 479,  Location: RIVERSIDE INTERCHANGE (Lat: 41.784353,  Lng: -112.172428),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 12,662 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,828 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 620.518,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.8 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: 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 479,  Location: RIVERSIDE INTERCHANGE (Lat: 41.784789,  Lng: -112.172764),  Route carried "on" structure: Interstate 15,  Year Built: 1989,  Status: Open,  Structure Length: 3.34m (10.96ft),  Average Daily Traffic: 12,662 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 15,828 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 620.794,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: 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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: F 48,  Location: 4.1 MI.NO.RIVERSIDE INT. (Lat: 41.842653,  Lng: -112.175500),  Route carried "under" structure: Interstate 15,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 12,662 (year 2020),  Truck Traffic: 28%,  Features Intersected: I-15 (SR-15),  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 626.593,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.8m (130.6ft)

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Structure Number: 1F 479,  Location: RIVERSIDE INTERCHANGE (Lat: 41.784353,  Lng: -112.172428),  Route carried "under" structure: State highway 30,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,635 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR-30,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 145.996,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 3F 479,  Location: RIVERSIDE INTERCHANGE (Lat: 41.784789,  Lng: -112.172764),  Route carried "under" structure: State highway 30,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,635 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR-30,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 145.964,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)