Bridge Statistics for Wendell, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 164ft / 49.9mTotal length
- $3,365,000Total costs
- 116,980Total average daily traffic
- 33,435Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wendell
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 111970-1979
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 66.7%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 11.1%Good
- 77.8%Satisfactory
- Bridge Condition - Channel
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
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Structure Number: 1432, Location: NEAR WENDELL SCL (Lat: 42.765778, Lng: -114.703889), Route carried "on" structure: State highway 46, Year Built: 1971, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,200 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;S.WENDELL IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.995, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,243,000, Roadway Improvement Cost: $224,000, Total Project Cost: $3,365,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1432, Location: NEAR WENDELL SCL (Lat: 42.765778, Lng: -114.703889), Route carried "on" structure: State highway 46, Year Built: 1971, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 6,800 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 10,200 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;S.WENDELL IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.995, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.42m (30.91ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,243,000, Roadway Improvement Cost: $224,000, Total Project Cost: $3,365,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 14325, Location: 0.3 N.WENDELL (Lat: 42.785556, Lng: -114.703889), Route carried "on" structure: State highway 46, Year Built: 1959, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,100 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: 'W' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14325, Location: 0.3 N.WENDELL (Lat: 42.785556, Lng: -114.703889), Route carried "on" structure: State highway 46, Year Built: 1959, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 6,100 (year 2019), Truck Traffic: 16%, Average Future Daily Traffic: 9,150 (year 2039), Design Load: HS 20, Features Intersected: 'W' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.192, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 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: 1441, Location: 1.3 W. WENDELL (Lat: 42.775556, Lng: -114.725833), Route carried "on" structure: Spur State highway 46, Year Built: 1972, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;W.WENDELL IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2018, Other Special Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1441, Location: 1.3 W. WENDELL (Lat: 42.775556, Lng: -114.725833), Route carried "on" structure: Spur State highway 46, Year Built: 1972, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;W.WENDELL IC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2018, Other Special Inspection Date: May 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1608, Location: 2.2 W. WENDELL (Lat: 42.780722, Lng: -114.730972), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,000 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 27,000 (year 2039), Design Load: HS 20, Features Intersected: 'W-26' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.184, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 10 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: 38.4m (126.0ft), Out-to-Out Width: 84.1m (275.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1608, Location: 2.2 W. WENDELL (Lat: 42.780722, Lng: -114.730972), Route carried "on" structure: Interstate 84, Year Built: 1972, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18,000 (year 2019), Truck Traffic: 34%, Average Future Daily Traffic: 27,000 (year 2039), Design Load: HS 20, Features Intersected: 'W-26' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 249.184, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 34.7m (113.8ft), Skew: 10 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: 38.4m (126.0ft), Out-to-Out Width: 84.1m (275.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19515, Location: 5.9 W. JEROME (Lat: 42.753000, Lng: -114.654806), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 690 (year 2039), Design Load: HS 20, Features Intersected: I 84;250 EAST RD GS, Facility Carried by Structure: 250 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2020, Other Special Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 19515, Location: 5.9 W. JEROME (Lat: 42.753000, Lng: -114.654806), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 690 (year 2039), Design Load: HS 20, Features Intersected: I 84;250 EAST RD GS, Facility Carried by Structure: 250 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: August 2020, Other Special Inspection Date: August 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2433, Location: 0.8 N. 0.3 W. WENDELL (Lat: 42.787500, Lng: -114.712722), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2039), Design Load: HS 20, Features Intersected: 'W' CANAL, Facility Carried by Structure: 1900 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.475, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2433, Location: 0.8 N. 0.3 W. WENDELL (Lat: 42.787500, Lng: -114.712722), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 90 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2039), Design Load: HS 20, Features Intersected: 'W' CANAL, Facility Carried by Structure: 1900 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.475, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2442, Location: 1.5 N. 1.5 W. WENDELL (Lat: 42.797250, Lng: -114.734500), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: 'W' CANAL, Facility Carried by Structure: 2800 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.601, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2442, Location: 1.5 N. 1.5 W. WENDELL (Lat: 42.797250, Lng: -114.734500), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: 'W' CANAL, Facility Carried by Structure: 2800 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.601, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2453, Location: 3.5 W. WENDELL (Lat: 42.797278, Lng: -114.755750), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;GS NO.3, Facility Carried by Structure: E 2800 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.838, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 2453, Location: 3.5 W. WENDELL (Lat: 42.797278, Lng: -114.755750), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 15.51m (50.89ft), Average Daily Traffic: 160 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 240 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;GS NO.3, Facility Carried by Structure: E 2800 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.838, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 54.6m (179.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 34411, Location: 0.9 S WENDELL SCL (Lat: 42.755139, Lng: -114.704028), Route carried "on" structure: State highway 46, Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: HL 93, Features Intersected: LATERAL W-9 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.7 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: 53.1 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: Equal to present desirable 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: November 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
Structure Number: 34411, Location: 0.9 S WENDELL SCL (Lat: 42.755139, Lng: -114.704028), Route carried "on" structure: State highway 46, Year Built: 2016, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: HL 93, Features Intersected: LATERAL W-9 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.814, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 20.6m (67.6ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.7 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: 53.1 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: Equal to present desirable 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: November 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric
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Structure Number: 1432, Location: NEAR WENDELL SCL (Lat: 42.765778, Lng: -114.703889), Route carried "under" structure: Interstate 84, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 33%, Features Intersected: I 84 EB-WB;S.WENDELL IC, Facility Carried by Structure: SH 46
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 252.008, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: 1432, Location: NEAR WENDELL SCL (Lat: 42.765778, Lng: -114.703889), Route carried "under" structure: Interstate 84, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 33%, Features Intersected: I 84 EB-WB;S.WENDELL IC, Facility Carried by Structure: SH 46
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 252.008, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 33.8m (110.9ft)
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Structure Number: 1441, Location: 1.3 W. WENDELL (Lat: 42.775556, Lng: -114.725833), Route carried "under" structure: Interstate 84, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 33%, Features Intersected: I 84 EB-WB;W.WENDELL IC, Facility Carried by Structure: SH 46 SPUR
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 249.897, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
Structure Number: 1441, Location: 1.3 W. WENDELL (Lat: 42.775556, Lng: -114.725833), Route carried "under" structure: Interstate 84, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 19,000 (year 2018), Truck Traffic: 33%, Features Intersected: I 84 EB-WB;W.WENDELL IC, Facility Carried by Structure: SH 46 SPUR
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 249.897, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.7m (149.9ft)
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Structure Number: 19515, Location: 5.9 W. JEROME (Lat: 42.753000, Lng: -114.654806), Route carried "under" structure: Interstate 84, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 22,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 84;250 EAST RD GS, Facility Carried by Structure: 250 EAST ROAD
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 256.286, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 19515, Location: 5.9 W. JEROME (Lat: 42.753000, Lng: -114.654806), Route carried "under" structure: Interstate 84, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 22,500 (year 2018), Truck Traffic: 27%, Features Intersected: I 84;250 EAST RD GS, Facility Carried by Structure: 250 EAST ROAD
Minimum Vertical Clearance: 6.61m (21.69ft), Kilometerpoint: 256.286, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 2453, Location: 3.5 W. WENDELL (Lat: 42.797278, Lng: -114.755750), Route carried "under" structure: Interstate 84, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 35%, Features Intersected: I 84 EB-WB;GS NO.3, Facility Carried by Structure: E 2800 S
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 246.471, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.6m (179.1ft)
Structure Number: 2453, Location: 3.5 W. WENDELL (Lat: 42.797278, Lng: -114.755750), Route carried "under" structure: Interstate 84, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 17,500 (year 2018), Truck Traffic: 35%, Features Intersected: I 84 EB-WB;GS NO.3, Facility Carried by Structure: E 2800 S
Minimum Vertical Clearance: 7.34m (24.08ft), Kilometerpoint: 246.471, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 54.6m (179.1ft)