Bridge Statistics for Joseph, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 135ft / 41.4mTotal length
- 45,008Total average daily traffic
- 13,249Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Joseph
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 151980-1989
- 11990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 16.7%Very good
- 58.3%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 66.7%Good
- 8.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Channel
- 9.1%Very good
- 63.6%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 41002F, Location: 2.1 MILES SO. OF JOSEPH (Lat: 38.602642, Lng: -112.222247), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 126 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 153 (year 2040), Design Load: HL 93, Features Intersected: SEVIER RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41002F, Location: 2.1 MILES SO. OF JOSEPH (Lat: 38.602642, Lng: -112.222247), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 126 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 153 (year 2040), Design Load: HL 93, Features Intersected: SEVIER RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.100, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 41003A, Location: 1.5 MILES SO. OF JOSEPH (Lat: 38.603833, Lng: -112.222472), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1978, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 23 (year 2040), Design Load: H 15, Features Intersected: SEVIER VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 33.0 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 41003A, Location: 1.5 MILES SO. OF JOSEPH (Lat: 38.603833, Lng: -112.222472), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1978, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 23 (year 2040), Design Load: H 15, Features Intersected: SEVIER VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.093, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 33.0 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: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41004V, Location: 200 NORTH ST. IN JOSEPH (Lat: 38.627672, Lng: -112.221581), Route carried "on" structure: City street , Year Built: 2006, Status: Posted for load, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 97 (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: 0.011, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020
Structure Number: 41004V, Location: 200 NORTH ST. IN JOSEPH (Lat: 38.627672, Lng: -112.221581), Route carried "on" structure: City street , Year Built: 2006, Status: Posted for load, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 97 (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: 0.011, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 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 desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020
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Structure Number: 41022E, Location: NEAR SEVIER JUNCTION (Lat: 38.587150, Lng: -112.272186), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 23 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.326, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 22 months, Inspection Date: July 2020
Structure Number: 41022E, Location: NEAR SEVIER JUNCTION (Lat: 38.587150, Lng: -112.272186), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 19 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 23 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.326, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, 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: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present 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: 41056E, Location: SOUTH SIDE OF JOSPEH (Lat: 38.616786, Lng: -112.219936), Route carried "on" structure: County highway 2528, Year Built: 2008, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 306 (year 2020), Average Future Daily Traffic: 383 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEVIER VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.712, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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, 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
Structure Number: 41056E, Location: SOUTH SIDE OF JOSPEH (Lat: 38.616786, Lng: -112.219936), Route carried "on" structure: County highway 2528, Year Built: 2008, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 306 (year 2020), Average Future Daily Traffic: 383 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEVIER VALLEY CANAL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.712, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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, 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: D 764, Location: 0.4 MI.SO.OF SEVIER JCT. (Lat: 38.582317, Lng: -112.258225), Route carried "on" structure: US 89, Year Built: 1929, Year Reconstructed: 1967, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,634 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 307.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 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: 31.4 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: 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: Bituminous
Structure Number: D 764, Location: 0.4 MI.SO.OF SEVIER JCT. (Lat: 38.582317, Lng: -112.258225), Route carried "on" structure: US 89, Year Built: 1929, Year Reconstructed: 1967, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,634 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 307.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.2 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: 31.4 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: 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: Bituminous
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Structure Number: E2163, Location: IN TOWN OF JOSEPH (Lat: 38.624214, Lng: -112.221022), Route carried "on" structure: State highway 118, Year Built: 1983, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 858 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 1,073 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 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: 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: Better than 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
Structure Number: E2163, Location: IN TOWN OF JOSEPH (Lat: 38.624214, Lng: -112.221022), Route carried "on" structure: State highway 118, Year Built: 1983, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 858 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 1,073 (year 2040), Design Load: HS 20+Mod, Features Intersected: STATE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.2 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: 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: Better than 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: F 466, Location: 0.7 MILE EAST OF JOSEPH (Lat: 38.624722, Lng: -112.205556), Route carried "on" structure: State highway 118, Year Built: 1981, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 682 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 853 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEVIER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 466, Location: 0.7 MILE EAST OF JOSEPH (Lat: 38.624722, Lng: -112.205556), Route carried "on" structure: State highway 118, Year Built: 1981, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 682 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 853 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEVIER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2019, 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 497, Location: 0.5 MI.W.SEVIER INTERCHG. (Lat: 38.590100, Lng: -112.270600), Route carried "on" structure: County highway 2524, Year Built: 1984, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 201 (year 2020), Average Future Daily Traffic: 251 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-70 (SR-70) EBL & W, Facility Carried by Structure: CLEAR CRK.CYN.ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 45.0 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, 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
Structure Number: F 497, Location: 0.5 MI.W.SEVIER INTERCHG. (Lat: 38.590100, Lng: -112.270600), Route carried "on" structure: County highway 2524, Year Built: 1984, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 201 (year 2020), Average Future Daily Traffic: 251 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-70 (SR-70) EBL & W, Facility Carried by Structure: CLEAR CRK.CYN.ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.266, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 45.0 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, 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: F 587, Location: 0.5 MI.SO.OF SEVIER JCT. (Lat: 38.580000, Lng: -112.257986), Route carried "on" structure: US 89, Year Built: 1995, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,634 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEVIER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.873, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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: 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F 587, Location: 0.5 MI.SO.OF SEVIER JCT. (Lat: 38.580000, Lng: -112.257986), Route carried "on" structure: US 89, Year Built: 1995, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,634 (year 2040), Design Load: HS 20+Mod, Features Intersected: SEVIER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.873, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.2 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: 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599517, Lng: -112.254744), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 5,626 (year 2040), Design Load: HS 20+Mod, Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.424, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.6m (110.2ft), 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: 36.3 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: 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: 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
Structure Number: 2F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599517, Lng: -112.254744), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.45m (11.32ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 5,626 (year 2040), Design Load: HS 20+Mod, Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.424, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.6m (110.2ft), 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: 36.3 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: 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: 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 445, Location: JOSEPH INTERCHANGE (Lat: 38.624731, Lng: -112.226050), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 6,452 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,065 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-118, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.572, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), 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: 44.4 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: 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: 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
Structure Number: 2F 445, Location: JOSEPH INTERCHANGE (Lat: 38.624731, Lng: -112.226050), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 2.73m (8.96ft), Average Daily Traffic: 6,452 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,065 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-118, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.572, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), 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: 44.4 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: 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: 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 496, Location: 1 MI.WEST OF SEVIER INT. (Lat: 38.587147, Lng: -112.272881), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 5,626 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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, Waterway Adequacy: Superior to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2F 496, Location: 1 MI.WEST OF SEVIER INT. (Lat: 38.587147, Lng: -112.272881), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 5,626 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.275, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.5 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, Waterway Adequacy: Superior to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599950, Lng: -112.254258), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 6,452 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,065 (year 2040), Design Load: HS 20+Mod, Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.569, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599950, Lng: -112.254258), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.09m (10.14ft), Average Daily Traffic: 6,452 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,065 (year 2040), Design Load: HS 20+Mod, Features Intersected: US-89 (SR-89)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.569, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.4m (50.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.1m (98.8ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4F 445, Location: JOSEPH INTERCHANGE (Lat: 38.625197, Lng: -112.226486), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 4,864 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 6,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-118, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.655, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), 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: 44.4 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: 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: 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
Structure Number: 4F 445, Location: JOSEPH INTERCHANGE (Lat: 38.625197, Lng: -112.226486), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 4,864 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 6,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR-118, INTCHG. X-ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.655, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), 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: 44.4 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: 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: 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 496, Location: 1 MI.WEST OF SEVIER INT. (Lat: 38.587589, Lng: -112.272864), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 5,626 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.384, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, 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: 25.3 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: 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4F 496, Location: 1 MI.WEST OF SEVIER INT. (Lat: 38.587589, Lng: -112.272864), Route carried "on" structure: Interstate 70, Year Built: 1985, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 5,626 (year 2040), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.384, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, 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: 25.3 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: 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: 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: F 497, Location: 0.5 MI.W.SEVIER INTERCHG. (Lat: 38.590100, Lng: -112.270600), Route carried "under" structure: Interstate 70, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Features Intersected: I-70 (SR-70) EBL & W, Facility Carried by Structure: CLEAR CRK.CYN.ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 35.752, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
Structure Number: F 497, Location: 0.5 MI.W.SEVIER INTERCHG. (Lat: 38.590100, Lng: -112.270600), Route carried "under" structure: Interstate 70, Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 4,501 (year 2020), Truck Traffic: 33%, Features Intersected: I-70 (SR-70) EBL & W, Facility Carried by Structure: CLEAR CRK.CYN.ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 35.752, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft)
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Structure Number: 2F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599517, Lng: -112.254744), Route carried "under" structure: US 89, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Features Intersected: US-89 (SR-89), Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 308.325, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.6m (110.2ft)
Structure Number: 2F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599517, Lng: -112.254744), Route carried "under" structure: US 89, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Features Intersected: US-89 (SR-89), Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 6.31m (20.70ft), Kilometerpoint: 308.325, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.6m (110.2ft)
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Structure Number: 2F 445, Location: JOSEPH INTERCHANGE (Lat: 38.624731, Lng: -112.226050), Route carried "under" structure: State highway 118, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 858 (year 2020), Truck Traffic: 35%, Features Intersected: SR-118, INTCHG. X-ROAD, Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 2F 445, Location: JOSEPH INTERCHANGE (Lat: 38.624731, Lng: -112.226050), Route carried "under" structure: State highway 118, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 858 (year 2020), Truck Traffic: 35%, Features Intersected: SR-118, INTCHG. X-ROAD, Facility Carried by Structure: I-70 (SR-70) EBL
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 4F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599950, Lng: -112.254258), Route carried "under" structure: US 89, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Features Intersected: US-89 (SR-89), Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 310.970, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
Structure Number: 4F 444, Location: SEVIER JUNCTION INTERCHG. (Lat: 38.599950, Lng: -112.254258), Route carried "under" structure: US 89, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 1,307 (year 2020), Truck Traffic: 7%, Features Intersected: US-89 (SR-89), Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 310.970, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.1m (98.8ft)
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Structure Number: 4F 445, Location: JOSEPH INTERCHANGE (Lat: 38.625197, Lng: -112.226486), Route carried "under" structure: State highway 118, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 858 (year 2020), Truck Traffic: 35%, Features Intersected: SR-118, INTCHG. X-ROAD, Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 4F 445, Location: JOSEPH INTERCHANGE (Lat: 38.625197, Lng: -112.226486), Route carried "under" structure: State highway 118, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 858 (year 2020), Truck Traffic: 35%, Features Intersected: SR-118, INTCHG. X-ROAD, Facility Carried by Structure: I-70 (SR-70) WBL
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)