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

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Structure Number: 41017F,  Location: 500 SO. SEGMILLAR LANE (Lat: 38.761692,  Lng: -112.038444),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 95 (year 2020),  Average Future Daily Traffic: 115 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER RIVER,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: 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: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 41019E,  Location: 1.5 MI.NORTH OF RICHFIELD (Lat: 38.788400,  Lng: -112.076300),  Route carried "on" structure: County highway 2551,  Year Built: 1989,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 486 (year 2020),  Average Future Daily Traffic: 608 (year 2040),  Design Load: HL 93,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.655,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020

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Structure Number: 41039C,  Location: 450 WEST 620 NORTH (Lat: 38.776953,  Lng: -112.093092),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 643 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 781 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.004,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41040C,  Location: 700 N. 300 W., RICHFIELD (Lat: 38.776900,  Lng: -112.090100),  Route carried "on" structure: City street 2553,  Year Built: 1968,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 695 (year 2020),  Average Future Daily Traffic: 869 (year 2040),  Design Load: H 15,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: 300 WEST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.202,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 11.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 8.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 41055A,  Location: NE SIDE OF RICHFIELD (Lat: 38.760864,  Lng: -112.083125),  Route carried "on" structure: Alternate City street ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 63 (year 2020),  Average Future Daily Traffic: 77 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: 480 SOUTH 100 EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.042,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 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: 41.8 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 41057E,  Location: 700 WEST 300 NORTH (Lat: 38.772292,  Lng: -112.097514),  Route carried "on" structure: City street 2549,  Year Built: 2008,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,072 (year 2020),  Average Future Daily Traffic: 2,590 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: 300 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.054,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: 33.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020

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Structure Number: 41058E,  Location: WEST SIDE OF RICHFIELD (Lat: 38.770750,  Lng: -112.098814),  Route carried "on" structure: Alternate City street 2559,  Year Built: 2008,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,959 (year 2020),  Average Future Daily Traffic: 2,449 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: COLLEGE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.562,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.9m (29.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020

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Structure Number: 41059E,  Location: 500 N. 700 W. (Lat: 38.774986,  Lng: -112.097094),  Route carried "on" structure: City street 2559,  Year Built: 2008,  Status: Posted for load,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 1,959 (year 2020),  Average Future Daily Traffic: 2,449 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER VALLEY CANAL,  Facility Carried by Structure: 500 NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.057,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.7 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: 26.9 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 minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 22 months,  Inspection Date: July 2020

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Structure Number: E1047,  Location: SOUTH MAIN IN RICHFIELD (Lat: 38.759514,  Lng: -112.084775),  Route carried "on" structure: State highway 120,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 15,884 (year 2020),  Truck Traffic: 23%,  Average Future Daily Traffic: 19,855 (year 2040),  Design Load: H 15,  Features Intersected: RICHFIELD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.761,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 26 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 48.4m (158.8ft)

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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: E2079,  Location: NO.MAIN ST.IN RICHFIELD (Lat: 38.778989,  Lng: -112.084744),  Route carried "on" structure: State highway 120,  Year Built: 1978,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 9,418 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 11,773 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.923,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.0m (6.6ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E2171,  Location: 2.2 MI. E. OF RICHFIELD (Lat: 38.773294,  Lng: -112.044003),  Route carried "on" structure: State highway 119,  Year Built: 1981,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 2,004 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,505 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: VERMILLION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.162,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft)

Condition: Channel: Very good,  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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: E2299,  Location: S. SIDE OF RICHFIELD (Lat: 38.749758,  Lng: -112.095583),  Route carried "on" structure: State highway 120,  Year Built: 1986,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,530 (year 2020),  Truck Traffic: 24%,  Average Future Daily Traffic: 5,663 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RICHFIELD CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.947,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: May 2021

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Structure Number: E2303,  Location: 4.4 MI.NO.ELSINORE INTCHG (Lat: 38.719214,  Lng: -112.132669),  Route carried "on" structure: Interstate 70,  Year Built: 1986,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 6,332 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 7,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAT CANYON DRAINAGE CH.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.683,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.3m (27.2ft)

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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: E2306,  Location: 4.5 MI.NO.ELSINORE INTCHG (Lat: 38.720925,  Lng: -112.131786),  Route carried "on" structure: Interstate 70,  Year Built: 1986,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 6,332 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 7,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE CANAL
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 55.888,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 60.9 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: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: E2323,  Location: .6 MI.NO.SO.RICHFIELD INT (Lat: 38.759428,  Lng: -112.105175),  Route carried "on" structure: Interstate 70,  Year Built: 1987,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.972,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.1m (13.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.0 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: F 467,  Location: 2.9 MI.EAST OF RICHFIELD (Lat: 38.774011,  Lng: -112.030372),  Route carried "on" structure: State highway 119,  Year Built: 1981,  Status: Open,  Structure Length: 2.15m (7.05ft),  Average Daily Traffic: 2,004 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,505 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SEVIER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.350,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.0 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 2F 525,  Location: SOUTH RICHFIELD INTCHG. (Lat: 38.749825,  Lng: -112.105683),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 6,332 (year 2020),  Truck Traffic: 33%,  Average Future Daily Traffic: 7,915 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-120, INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.900,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 31.8 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: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2F 532,  Location: NORTH RICHFIELD INTCHG. (Lat: 38.789556,  Lng: -112.083364),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-120, INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.945,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.9 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: 38.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2F 533,  Location: 2.2 MI.N.NO.RICHFIELD INT (Lat: 38.812858,  Lng: -112.054511),  Route carried "on" structure: Interstate 70,  Year Built: 1989,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 9,548 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 11,935 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILLOW CREEK ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.568,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: May 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 534,  Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761158,  Lng: -112.105028),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 500 SOUTH ST. RICHFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.165,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 37.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2F 535,  Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772108,  Lng: -112.098914),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 300 NORTH ST. RICHFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.494,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2F 537,  Location: S0.of NO.RICHFIELD INTCH. (Lat: 38.786006,  Lng: -112.090292),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COTTONWOOD CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 37.9 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: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 525,  Location: SOUTH RICHFIELD INTCHG. (Lat: 38.750344,  Lng: -112.105894),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 4.32m (14.17ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-120, INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.020,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 31.8 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: Equal to 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 532,  Location: NORTH RICHFIELD INTCHG. (Lat: 38.790064,  Lng: -112.082822),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 9,548 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 11,935 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-120, INTCHG.X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.110,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 533,  Location: 2.2 MI.N.NO.RICHFIELD INT (Lat: 38.813339,  Lng: -112.054614),  Route carried "on" structure: Interstate 70,  Year Built: 1989,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 9,548 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 11,935 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WILLOW CREEK ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.686,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: 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: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 534,  Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761786,  Lng: -112.105206),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 3.18m (10.43ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 500 S0UTH ST. RICHFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.297,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.9m (101.4ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 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: 38.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 535,  Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772483,  Lng: -112.099106),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 300 NORTH ST. RICHFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.599,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.8m (94.5ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.3 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: 38.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4F 537,  Location: S.OF N.RICHFIELD INTCH. (Lat: 38.786611,  Lng: -112.090197),  Route carried "on" structure: Interstate 70,  Year Built: 1988,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,893 (year 2020),  Truck Traffic: 35%,  Average Future Daily Traffic: 8,616 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COTTONWOOD CANYON WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 64.358,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2F 525,  Location: SOUTH RICHFIELD INTCHG. (Lat: 38.749825,  Lng: -112.105683),  Route carried "under" structure: State highway 120,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,530 (year 2020),  Truck Traffic: 24%,  Features Intersected: SR-120, INTCHG.X-ROAD,  Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.082,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2F 532,  Location: NORTH RICHFIELD INTCHG. (Lat: 38.789556,  Lng: -112.083364),  Route carried "under" structure: State highway 120,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,431 (year 2020),  Truck Traffic: 22%,  Features Intersected: SR-120, INTCHG.X-ROAD,  Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 6.178,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 2F 533,  Location: 2.2 MI.N.NO.RICHFIELD INT (Lat: 38.812858,  Lng: -112.054511),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 0. m,  Features Intersected: WILLOW CREEK ACCESS ROAD,  Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 2F 534,  Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761158,  Lng: -112.105028),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Features Intersected: 500 SOUTH ST. RICHFIELD,  Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 2F 535,  Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772108,  Lng: -112.098914),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Features Intersected: 300 NORTH ST. RICHFIELD,  Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 4F 525,  Location: SOUTH RICHFIELD INTCHG. (Lat: 38.750344,  Lng: -112.105894),  Route carried "under" structure: State highway 120,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,530 (year 2020),  Truck Traffic: 24%,  Features Intersected: SR-120, INTCHG.X-ROAD,  Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.048,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 4F 532,  Location: NORTH RICHFIELD INTCHG. (Lat: 38.790064,  Lng: -112.082822),  Route carried "under" structure: State highway 120,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 4,431 (year 2020),  Truck Traffic: 22%,  Features Intersected: SR-120, INTCHG.X-ROAD,  Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 6.188,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 4F 533,  Location: 2.2 MI.N.NO.RICHFIELD INT (Lat: 38.813339,  Lng: -112.054614),  Route carried "under" structure: County highway ,  Year Built: 1989,  Structure Length: 0. m,  Features Intersected: WILLOW CREEK ACCESS ROAD,  Facility Carried by Structure: I-70 (SR-70) WBL
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: 30.0m (98.4ft)

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Structure Number: 4F 534,  Location: .7 MI.NO.SO.RICHFIELD INT (Lat: 38.761786,  Lng: -112.105206),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Features Intersected: 500 S0UTH ST. RICHFIELD,  Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 4F 535,  Location: 1.5 MI.N.SO.RICHFIELD INT (Lat: 38.772483,  Lng: -112.099106),  Route carried "under" structure: City street ,  Year Built: 1988,  Structure Length: 0. m,  Features Intersected: 300 NORTH ST. RICHFIELD,  Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.8m (94.5ft)