Bridge Statistics for Hoytsville, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 105ft / 31.6mTotal length
- 85,844Total average daily traffic
- 23,945Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hoytsville
- No street view available for this location
- New bridges - historical statistics
- 81960-1969
- 11970-1979
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 14.3%Good
- 57.1%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 71.4%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 66.7%Very good
- 33.3%Good
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Structure Number: 43023F, Location: WEST OF HOYTSVILLE (Lat: 40.874097, Lng: -111.391744), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 306 (year 2040), Design Load: HL 93, Features Intersected: WEBER RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.566, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 34.7 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43023F, Location: WEST OF HOYTSVILLE (Lat: 40.874097, Lng: -111.391744), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 306 (year 2040), Design Load: HL 93, Features Intersected: WEBER RIVER, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.566, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 34.7 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: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43024C, Location: 2 MILES SO. OF COALVILLE (Lat: 40.896772, Lng: -111.402186), Route carried "on" structure: County highway 2606, Year Built: 1994, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,125 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: HOBSON LANE-CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 37.6 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: 34.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43024C, Location: 2 MILES SO. OF COALVILLE (Lat: 40.896772, Lng: -111.402186), Route carried "on" structure: County highway 2606, Year Built: 1994, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,125 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: HOBSON LANE-CO.RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.142, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 37.6 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: 34.0 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43026C, Location: 3 MILES NO. OF WANSHIP (Lat: 40.854303, Lng: -111.388972), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 306 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: JUDD LANE-CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.9 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: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43026C, Location: 3 MILES NO. OF WANSHIP (Lat: 40.854303, Lng: -111.388972), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 252 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 306 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEBER RIVER, Facility Carried by Structure: JUDD LANE-CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 36.9 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: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C 433, Location: 3.8 MI.NORTHEAST WANSHIP (Lat: 40.856250, Lng: -111.387744), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 2015, Status: Open, Structure Length: 11.50m (37.73ft), Average Daily Traffic: 2,000 (year 2020), Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-80 (SR-80) EBL and WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.213, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
Structure Number: C 433, Location: 3.8 MI.NORTHEAST WANSHIP (Lat: 40.856250, Lng: -111.387744), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 2015, Status: Open, Structure Length: 11.50m (37.73ft), Average Daily Traffic: 2,000 (year 2020), Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-80 (SR-80) EBL and WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.213, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Bituminous
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Structure Number: C 434, Location: 6.6 MI.NORTHEAST WANSHIP (Lat: 40.897144, Lng: -111.395817), Route carried "on" structure: County highway 2606, Year Built: 1967, Year Reconstructed: 2015, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,300 (year 2020), Average Future Daily Traffic: 4,125 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-80 (SR-80) EBL & WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.680, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.3 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: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: C 434, Location: 6.6 MI.NORTHEAST WANSHIP (Lat: 40.897144, Lng: -111.395817), Route carried "on" structure: County highway 2606, Year Built: 1967, Year Reconstructed: 2015, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 3,300 (year 2020), Average Future Daily Traffic: 4,125 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-80 (SR-80) EBL & WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.680, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 35.3 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: 20.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E1563, Location: 3.2 Mi.Northeast Wanship (Lat: 40.846386, Lng: -111.387997), Route carried "on" structure: State highway 80, Year Built: 2008, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 19,173 (year 2040), Design Load: HS 20, Features Intersected: I-80 RAILS to TRAILS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.641, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Culverts: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020
Structure Number: E1563, Location: 3.2 Mi.Northeast Wanship (Lat: 40.846386, Lng: -111.387997), Route carried "on" structure: State highway 80, Year Built: 2008, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 19,173 (year 2040), Design Load: HS 20, Features Intersected: I-80 RAILS to TRAILS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 254.641, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Culverts: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 90.5 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020
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Structure Number: 2F 73, Location: HOYTSVILLE (Lat: 40.873939, Lng: -111.390275), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 19,173 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.769, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2F 73, Location: HOYTSVILLE (Lat: 40.873939, Lng: -111.390275), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 19,173 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.769, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 4F 73, Location: HOYTSVILLE (Lat: 40.874228, Lng: -111.390683), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 19,173 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREAMERY LANE, CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.540, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 4F 73, Location: HOYTSVILLE (Lat: 40.874228, Lng: -111.390683), Route carried "on" structure: Interstate 80, Year Built: 1967, Status: Open, Structure Length: 2.88m (9.45ft), Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 19,173 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREAMERY LANE, CO. RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 257.540, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.6m (90.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 26 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: C 433, Location: 3.8 MI.NORTHEAST WANSHIP (Lat: 40.856250, Lng: -111.387744), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Features Intersected: I-80 (SR-80) EBL and WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 255.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
Structure Number: C 433, Location: 3.8 MI.NORTHEAST WANSHIP (Lat: 40.856250, Lng: -111.387744), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Features Intersected: I-80 (SR-80) EBL and WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 255.282, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft)
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Structure Number: C 434, Location: 6.6 MI.NORTHEAST WANSHIP (Lat: 40.897144, Lng: -111.395817), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Features Intersected: I-80 (SR-80) EBL & WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 259.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: C 434, Location: 6.6 MI.NORTHEAST WANSHIP (Lat: 40.897144, Lng: -111.395817), Route carried "under" structure: Interstate 80, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 15,338 (year 2020), Truck Traffic: 31%, Features Intersected: I-80 (SR-80) EBL & WBL, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 259.862, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 2F 73, Location: HOYTSVILLE (Lat: 40.873939, Lng: -111.390275), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Features Intersected: COUNTY ROAD, Facility Carried by Structure: I-80 (SR-80) EBL
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
Structure Number: 2F 73, Location: HOYTSVILLE (Lat: 40.873939, Lng: -111.390275), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Features Intersected: COUNTY ROAD, Facility Carried by Structure: I-80 (SR-80) EBL
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
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Structure Number: 4F 73, Location: HOYTSVILLE (Lat: 40.874228, Lng: -111.390683), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: CREAMERY LANE, CO. RD., Facility Carried by Structure: I-80 (SR-80) WBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)
Structure Number: 4F 73, Location: HOYTSVILLE (Lat: 40.874228, Lng: -111.390683), Route carried "under" structure: County highway , Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 50 (year 2020), Features Intersected: CREAMERY LANE, CO. RD., Facility Carried by Structure: I-80 (SR-80) WBL
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.6m (90.6ft)