Bridge Statistics for Ucon, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 138ft / 41.8mTotal length
- $2,853,000Total costs
- 182,760Total average daily traffic
- 13,999Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ucon
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 21960-1969
- 41970-1979
- 21980-1989
- 21990-1999
- 102000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 5.3%Very good
- 31.6%Good
- 42.1%Satisfactory
- 21.1%Fair
- Bridge Condition - Superstructure
- 21.1%Very good
- 15.8%Good
- 42.1%Satisfactory
- 21.1%Fair
- Bridge Condition - Substructure
- 15.8%Very good
- 31.6%Good
- 47.4%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 46.2%Very good
- 46.2%Good
- 7.7%Satisfactory
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Structure Number: 12383, Location: 2.0 S.W. UCON (Lat: 43.569333, Lng: -111.984722), Route carried "on" structure: US 20, Year Built: 2005, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HL 93, Features Intersected: STC 6706; HITT RD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 504.467, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 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, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 12383, Location: 2.0 S.W. UCON (Lat: 43.569333, Lng: -111.984722), Route carried "on" structure: US 20, Year Built: 2005, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HL 93, Features Intersected: STC 6706; HITT RD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 504.467, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 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, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 12384, Location: 2.0 S.W. UCON (Lat: 43.569778, Lng: -111.984694), Route carried "on" structure: US 20, Year Built: 2005, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HL 93, Features Intersected: STC 6706; HITT RD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 504.469, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12384, Location: 2.0 S.W. UCON (Lat: 43.569778, Lng: -111.984694), Route carried "on" structure: US 20, Year Built: 2005, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HL 93, Features Intersected: STC 6706; HITT RD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 504.469, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, 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: 12385, Location: 5.4 N. IDAHO FALLS (Lat: 43.575722, Lng: -111.979306), Route carried "on" structure: US 20, Year Built: 1974, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HS 20, Features Intersected: RIRIE OUTLET CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.267, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 12385, Location: 5.4 N. IDAHO FALLS (Lat: 43.575722, Lng: -111.979306), Route carried "on" structure: US 20, Year Built: 1974, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HS 20, Features Intersected: RIRIE OUTLET CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.267, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 12395, Location: 5.5 N. IDAHO FALLS (Lat: 43.578778, Lng: -111.976972), Route carried "on" structure: US 20, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 42,750 (year 2039), Design Load: HS 20, Features Intersected: SAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.655, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12395, Location: 5.5 N. IDAHO FALLS (Lat: 43.578778, Lng: -111.976972), Route carried "on" structure: US 20, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 28,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 42,750 (year 2039), Design Load: HS 20, Features Intersected: SAGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 505.655, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 31.9m (104.7ft), Out-to-Out Width: 32.6m (107.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 124, Location: NEAR UCON (Lat: 43.592778, Lng: -111.970194), Route carried "on" structure: US 20, Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HS 20, Features Intersected: SH 43;W BELT BRIDGE IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 124, Location: NEAR UCON (Lat: 43.592778, Lng: -111.970194), Route carried "on" structure: US 20, Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HS 20, Features Intersected: SH 43;W BELT BRIDGE IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12405, Location: NEAR UCON (Lat: 43.593444, Lng: -111.970028), Route carried "on" structure: US 20, Year Built: 1986, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HS 25 or greater, Features Intersected: SH 43;W BELT BRIDGE IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.307, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12405, Location: NEAR UCON (Lat: 43.593444, Lng: -111.970028), Route carried "on" structure: US 20, Year Built: 1986, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 14,250 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,375 (year 2039), Design Load: HS 25 or greater, Features Intersected: SH 43;W BELT BRIDGE IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 507.307, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019, 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: 12413, Location: 2.0 N.E. UCON (Lat: 43.626306, Lng: -111.944222), Route carried "on" structure: US 20, Year Built: 2001, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,750 (year 2039), Design Load: HL 93, Features Intersected: COUNTY LINE ROAD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 511.608, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12413, Location: 2.0 N.E. UCON (Lat: 43.626306, Lng: -111.944222), Route carried "on" structure: US 20, Year Built: 2001, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,750 (year 2039), Design Load: HL 93, Features Intersected: COUNTY LINE ROAD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 511.608, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, 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: 12414, Location: 2.0 N.E. UCON (Lat: 43.626664, Lng: -111.944267), Route carried "on" structure: US 20, Year Built: 2001, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,750 (year 2039), Design Load: HL 93, Features Intersected: COUNTY LINE ROAD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 511.610, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12414, Location: 2.0 N.E. UCON (Lat: 43.626664, Lng: -111.944267), Route carried "on" structure: US 20, Year Built: 2001, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 14,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 21,750 (year 2039), Design Load: HL 93, Features Intersected: COUNTY LINE ROAD IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 511.610, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2018, 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: 13261, Location: 9.0 N. IDAHO FALLS (Lat: 43.575833, Lng: -111.906639), Route carried "on" structure: US 26, Year Built: 2010, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,350 (year 2039), Design Load: HL 93, Features Intersected: RIRIE OUTLET;WILLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.386, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13261, Location: 9.0 N. IDAHO FALLS (Lat: 43.575833, Lng: -111.906639), Route carried "on" structure: US 26, Year Built: 2010, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,900 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 10,350 (year 2039), Design Load: HL 93, Features Intersected: RIRIE OUTLET;WILLOW CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 550.386, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 19016, Location: 2.0 S. UCON (Lat: 43.566389, Lng: -111.963972), Route carried "on" structure: State highway 43, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 19016, Location: 2.0 S. UCON (Lat: 43.566389, Lng: -111.963972), Route carried "on" structure: State highway 43, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: WILLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 19021, Location: 1.4 S. UCON (Lat: 43.574972, Lng: -111.963944), Route carried "on" structure: State highway 43, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 19021, Location: 1.4 S. UCON (Lat: 43.574972, Lng: -111.963944), Route carried "on" structure: State highway 43, Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,200 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 6,300 (year 2039), Design Load: HS 25 or greater, Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 20825, Location: 0.2 N. 3.9 E. UCON (Lat: 43.597944, Lng: -111.887139), Route carried "on" structure: County highway 6719, Year Built: 1949, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 440 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 660 (year 2039), Design Load: H 15, Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $354,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20825, Location: 0.2 N. 3.9 E. UCON (Lat: 43.597944, Lng: -111.887139), Route carried "on" structure: County highway 6719, Year Built: 1949, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 440 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 660 (year 2039), Design Load: H 15, Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.524, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $354,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20855, Location: 4.0 E. 0.3 N. UCON (Lat: 43.598861, Lng: -111.884167), Route carried "on" structure: County highway 6727, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 680 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2039), Design Load: H 15, Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20855, Location: 4.0 E. 0.3 N. UCON (Lat: 43.598861, Lng: -111.884167), Route carried "on" structure: County highway 6727, Year Built: 1954, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 680 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,020 (year 2039), Design Load: H 15, Features Intersected: ANDERSON CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $31,000, Total Project Cost: $468,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31258, Location: 1.0 S. 1.5 W. UCON (Lat: 43.575500, Lng: -111.984500), Route carried "on" structure: County highway 6706, Year Built: 2005, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HL 93, Features Intersected: RIRIE OUTLET CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.6 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 31258, Location: 1.0 S. 1.5 W. UCON (Lat: 43.575500, Lng: -111.984500), Route carried "on" structure: County highway 6706, Year Built: 2005, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,100 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HL 93, Features Intersected: RIRIE OUTLET CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 38.6 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: 31.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 31275, Location: 0.7 S. 0.7 E. UCON (Lat: 43.583028, Lng: -111.949778), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 450 (year 2039), Design Load: H 20, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: FAIRVIEW RD;97TH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $340,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31275, Location: 0.7 S. 0.7 E. UCON (Lat: 43.583028, Lng: -111.949778), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 2019), Average Future Daily Traffic: 450 (year 2039), Design Load: H 20, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: FAIRVIEW RD;97TH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.947, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $340,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31278, Location: 1.4 S. UCON (Lat: 43.574111, Lng: -111.964389), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: E. ROH LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31278, Location: 1.4 S. UCON (Lat: 43.574111, Lng: -111.964389), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: E. ROH LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.742, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $34,000, Total Project Cost: $511,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31325, Location: 1.6 S. 1.0 E. UCON (Lat: 43.569222, Lng: -111.943778), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,600 (year 2019), Average Future Daily Traffic: 2,400 (year 2039), Design Load: H 15, Features Intersected: NORTH FORK WILLOW CR, Facility Carried by Structure: N 45TH E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $675,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31325, Location: 1.6 S. 1.0 E. UCON (Lat: 43.569222, Lng: -111.943778), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 1,600 (year 2019), Average Future Daily Traffic: 2,400 (year 2039), Design Load: H 15, Features Intersected: NORTH FORK WILLOW CR, Facility Carried by Structure: N 45TH E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 14.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $675,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31365, Location: 3.2 N. IONA (Lat: 43.572472, Lng: -111.924083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,305 (year 2039), Design Load: HS 15, Features Intersected: NORTH FORK WILLOW CREEK, Facility Carried by Structure: 55TH EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.238, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $505,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31365, Location: 3.2 N. IONA (Lat: 43.572472, Lng: -111.924083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,305 (year 2039), Design Load: HS 15, Features Intersected: NORTH FORK WILLOW CREEK, Facility Carried by Structure: 55TH EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.238, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $505,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3137, Location: 4.5 N. IONA (Lat: 43.591750, Lng: -111.923861), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,305 (year 2039), Design Load: HS 15, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: 55TH EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.385, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3137, Location: 4.5 N. IONA (Lat: 43.591750, Lng: -111.923861), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 1,305 (year 2039), Design Load: HS 15, Features Intersected: ANDERSON CANAL, Facility Carried by Structure: 55TH EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.385, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12383, Location: 2.0 S.W. UCON (Lat: 43.569333, Lng: -111.984722), Route carried "under" structure: County highway 6706, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 5%, Features Intersected: STC 6706; HITT RD IC, Facility Carried by Structure: US 20 EBL
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 161.549, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 12383, Location: 2.0 S.W. UCON (Lat: 43.569333, Lng: -111.984722), Route carried "under" structure: County highway 6706, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 5%, Features Intersected: STC 6706; HITT RD IC, Facility Carried by Structure: US 20 EBL
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 161.549, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 12384, Location: 2.0 S.W. UCON (Lat: 43.569778, Lng: -111.984694), Route carried "under" structure: County highway 670, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 5%, Features Intersected: STC 6706; HITT RD IC, Facility Carried by Structure: US 20 WBL
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 161.573, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 12384, Location: 2.0 S.W. UCON (Lat: 43.569778, Lng: -111.984694), Route carried "under" structure: County highway 670, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 5%, Features Intersected: STC 6706; HITT RD IC, Facility Carried by Structure: US 20 WBL
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 161.573, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 124, Location: NEAR UCON (Lat: 43.592778, Lng: -111.970194), Route carried "under" structure: State highway 43, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 10%, Features Intersected: SH 43;W BELT BRIDGE IC, Facility Carried by Structure: US 20 EBL
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 6.132, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 124, Location: NEAR UCON (Lat: 43.592778, Lng: -111.970194), Route carried "under" structure: State highway 43, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 10%, Features Intersected: SH 43;W BELT BRIDGE IC, Facility Carried by Structure: US 20 EBL
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 6.132, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 12405, Location: NEAR UCON (Lat: 43.593444, Lng: -111.970028), Route carried "under" structure: State highway 43, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 10%, Features Intersected: SH 43;W BELT BRIDGE IC, Facility Carried by Structure: US 20 WBL
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 6.148, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 12405, Location: NEAR UCON (Lat: 43.593444, Lng: -111.970028), Route carried "under" structure: State highway 43, Year Built: 1986, Structure Length: 0. m, Average Daily Traffic: 2,800 (year 2018), Truck Traffic: 10%, Features Intersected: SH 43;W BELT BRIDGE IC, Facility Carried by Structure: US 20 WBL
Minimum Vertical Clearance: 6.93m (22.74ft), Kilometerpoint: 6.148, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 12413, Location: 2.0 N.E. UCON (Lat: 43.626306, Lng: -111.944222), Route carried "under" structure: County highway 6731, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 4%, Features Intersected: COUNTY LINE ROAD IC, Facility Carried by Structure: US 20 EBL
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 11.386, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 12413, Location: 2.0 N.E. UCON (Lat: 43.626306, Lng: -111.944222), Route carried "under" structure: County highway 6731, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 4%, Features Intersected: COUNTY LINE ROAD IC, Facility Carried by Structure: US 20 EBL
Minimum Vertical Clearance: 5.24m (17.19ft), Kilometerpoint: 11.386, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 12414, Location: 2.0 N.E. UCON (Lat: 43.626664, Lng: -111.944267), Route carried "under" structure: County highway 6731, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 4%, Features Intersected: COUNTY LINE ROAD IC, Facility Carried by Structure: US 20 WBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.368, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 12414, Location: 2.0 N.E. UCON (Lat: 43.626664, Lng: -111.944267), Route carried "under" structure: County highway 6731, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 8,900 (year 2018), Truck Traffic: 4%, Features Intersected: COUNTY LINE ROAD IC, Facility Carried by Structure: US 20 WBL
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.368, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)