Bridge Statistics for Burley, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 440ft / 134mTotal length
- $43,066,000Total costs
- 99,300Total average daily traffic
- 13,614Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Burley
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21950-1959
- 61960-1969
- 61970-1979
- 41980-1989
- 21990-1999
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 11990-1999
- Bridge Condition - Deck
- 34.8%Good
- 47.8%Satisfactory
- 17.4%Fair
- Bridge Condition - Superstructure
- 30.4%Good
- 56.5%Satisfactory
- 13.0%Fair
- Bridge Condition - Substructure
- 34.8%Good
- 56.5%Satisfactory
- 4.3%Fair
- 4.3%Poor
- Bridge Condition - Channel
- 52.4%Very good
- 38.1%Good
- 9.5%Satisfactory
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Structure Number: 1219, Location: IN CALDWELL. (Lat: 43.666583, Lng: -116.691333), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 9,300 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 13,950 (year 2039), Design Load: HS 20, Features Intersected: OLD INDIAN CREEK CHANNEL, Facility Carried by Structure: BLAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.513, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 5.8m (19.0ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1219, Location: IN CALDWELL. (Lat: 43.666583, Lng: -116.691333), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 9,300 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 13,950 (year 2039), Design Load: HS 20, Features Intersected: OLD INDIAN CREEK CHANNEL, Facility Carried by Structure: BLAINE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.513, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 5.8m (19.0ft), Right: 4.3m (14.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13331, Location: NEAR BURLEY NCL (Lat: 42.553583, Lng: -113.793222), Route carried "on" structure: Business Interstate 84, Year Built: 2001, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 24,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 36,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE RIVER;OVERLAND BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.807, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2019, Underwater Inspection Date: August 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13331, Location: NEAR BURLEY NCL (Lat: 42.553583, Lng: -113.793222), Route carried "on" structure: Business Interstate 84, Year Built: 2001, Status: Open, Structure Length: 25.91m (85.01ft), Average Daily Traffic: 24,000 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 36,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: SNAKE RIVER;OVERLAND BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.807, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2019, Underwater Inspection Date: August 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: 1367, Location: AT BURLEY NCL (Lat: 42.543333, Lng: -113.763056), Route carried "on" structure: Business Interstate 84, Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 40.02m (131.30ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,375 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;HEYBURN BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.266, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.23m (131.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $11,543,000, Roadway Improvement Cost: $1,154,000, Total Project Cost: $17,315,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Internally Sealed
Structure Number: 1367, Location: AT BURLEY NCL (Lat: 42.543333, Lng: -113.763056), Route carried "on" structure: Business Interstate 84, Year Built: 1955, Year Reconstructed: 1978, Status: Open, Structure Length: 40.02m (131.30ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,375 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;HEYBURN BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.266, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.23m (131.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $11,543,000, Roadway Improvement Cost: $1,154,000, Total Project Cost: $17,315,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Internally Sealed
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Structure Number: 13675, Location: AT BURLEY NCL (Lat: 42.546667, Lng: -113.761139), Route carried "on" structure: Business Interstate 84, Year Built: 1977, Status: Open, Structure Length: 40.02m (131.30ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,375 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;HEYBURN BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.697, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.23m (131.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $14,000,000, Roadway Improvement Cost: $1,400,000, Total Project Cost: $21,000,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 13675, Location: AT BURLEY NCL (Lat: 42.546667, Lng: -113.761139), Route carried "on" structure: Business Interstate 84, Year Built: 1977, Status: Open, Structure Length: 40.02m (131.30ft), Average Daily Traffic: 8,250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,375 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;HEYBURN BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 417.697, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: IB0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 32, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 40.23m (131.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2019, Bridge Improvement Cost: $14,000,000, Roadway Improvement Cost: $1,400,000, Total Project Cost: $21,000,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 16335, Location: 0.3 W. BURLEY (Lat: 42.568086, Lng: -113.793625), Route carried "on" structure: Interstate 84, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 33%, Average Future Daily Traffic: 15,000 (year 2039), Design Load: HS 20, Features Intersected: 'B-4' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.226, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16335, Location: 0.3 W. BURLEY (Lat: 42.568086, Lng: -113.793625), Route carried "on" structure: Interstate 84, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 10,000 (year 2019), Truck Traffic: 33%, Average Future Daily Traffic: 15,000 (year 2039), Design Load: HS 20, Features Intersected: 'B-4' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 334.226, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: I, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 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: 1959, Location: 4.3 S. 3.1 W. BURLEY (Lat: 42.475139, Lng: -113.854306), Route carried "on" structure: County highway 2834, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,305 (year 2039), Design Load: HS 20, Features Intersected: 'J' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.910, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 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: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1959, Location: 4.3 S. 3.1 W. BURLEY (Lat: 42.475139, Lng: -113.854306), Route carried "on" structure: County highway 2834, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 870 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,305 (year 2039), Design Load: HS 20, Features Intersected: 'J' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 172.910, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 2 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: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19593, Location: 4.0 W 0.7 S BURLEY (Lat: 42.526361, Lng: -113.872778), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 975 (year 2039), Design Load: HS 20, Features Intersected: G CANAL, Facility Carried by Structure: S 400 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.526, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19593, Location: 4.0 W 0.7 S BURLEY (Lat: 42.526361, Lng: -113.872778), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 650 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 975 (year 2039), Design Load: HS 20, Features Intersected: G CANAL, Facility Carried by Structure: S 400 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.526, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 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: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19595, Location: 2.3 S. 3.1 W. BURLEY (Lat: 42.504250, Lng: -113.856000), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 480 (year 2039), Design Load: HS 20, Features Intersected: 'J' CANAL, Facility Carried by Structure: W 200 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19595, Location: 2.3 S. 3.1 W. BURLEY (Lat: 42.504250, Lng: -113.856000), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 320 (year 2019), Truck Traffic: 13%, Average Future Daily Traffic: 480 (year 2039), Design Load: HS 20, Features Intersected: 'J' CANAL, Facility Carried by Structure: W 200 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.228, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19601, Location: 1.2 S 2.5 E BURLEY (Lat: 42.515750, Lng: -113.744361), Route carried "on" structure: County highway 2838, Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2039), Design Load: HS 25 or greater, Features Intersected: G CANAL (UNITY BR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.852, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, 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: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19601, Location: 1.2 S 2.5 E BURLEY (Lat: 42.515750, Lng: -113.744361), Route carried "on" structure: County highway 2838, Year Built: 2006, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,400 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2039), Design Load: HS 25 or greater, Features Intersected: G CANAL (UNITY BR)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.852, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, 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: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1961, Location: 3.0 S. 0.7 W. PAUL (Lat: 42.561444, Lng: -113.798583), Route carried "on" structure: City street 7522, Year Built: 1956, Year Reconstructed: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: H 15, Features Intersected: 'B-4' CANAL;EMERSON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
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: Meets minimum limits, 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: March 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $303,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1961, Location: 3.0 S. 0.7 W. PAUL (Lat: 42.561444, Lng: -113.798583), Route carried "on" structure: City street 7522, Year Built: 1956, Year Reconstructed: 1976, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 29%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: H 15, Features Intersected: 'B-4' CANAL;EMERSON BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, 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: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
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: Meets minimum limits, 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: March 2020, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $303,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21383, Location: IN BURLEY (Lat: 42.519833, Lng: -113.803111), Route carried "on" structure: City street 7552, Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,700 (year 2019), Average Future Daily Traffic: 4,050 (year 2039), Design Load: HS 20, Features Intersected: 'G' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.134, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21383, Location: IN BURLEY (Lat: 42.519833, Lng: -113.803111), Route carried "on" structure: City street 7552, Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 2,700 (year 2019), Average Future Daily Traffic: 4,050 (year 2039), Design Load: HS 20, Features Intersected: 'G' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.134, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2392, Location: 6.1S 0.5E BURLEY;580S-50E (Lat: 42.448472, Lng: -113.783806), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2039), Design Load: H 15, Features Intersected: 'J' CANAL;SE.BURLEY BR, Facility Carried by Structure: 50 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.272, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2392, Location: 6.1S 0.5E BURLEY;580S-50E (Lat: 42.448472, Lng: -113.783806), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2039), Design Load: H 15, Features Intersected: 'J' CANAL;SE.BURLEY BR, Facility Carried by Structure: 50 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.272, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 23923, Location: 5.8 S 0.1 W BURLEY (Lat: 42.452333, Lng: -113.803417), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: J CANAL, Facility Carried by Structure: S 50 W POLE LN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.159, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 23923, Location: 5.8 S 0.1 W BURLEY (Lat: 42.452333, Lng: -113.803417), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 220 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 330 (year 2039), Design Load: HS 20, Features Intersected: J CANAL, Facility Carried by Structure: S 50 W POLE LN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.159, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 24005, Location: 2.6S 0.1W BURLEY;220S-50W (Lat: 42.500611, Lng: -113.803139), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 430 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 645 (year 2039), Design Load: HS 20, Features Intersected: 'H' CANAL, Facility Carried by Structure: 50 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.663, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24005, Location: 2.6S 0.1W BURLEY;220S-50W (Lat: 42.500611, Lng: -113.803139), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 430 (year 2019), Truck Traffic: 26%, Average Future Daily Traffic: 645 (year 2039), Design Load: HS 20, Features Intersected: 'H' CANAL, Facility Carried by Structure: 50 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 197.663, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 24008, Location: 2.5 S 1.0 W BURLEY (Lat: 42.499194, Lng: -113.813611), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 380 (year 2019), Average Future Daily Traffic: 570 (year 2039), Design Load: HS 20, Features Intersected: H CANAL, Facility Carried by Structure: S 100 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.369, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 24008, Location: 2.5 S 1.0 W BURLEY (Lat: 42.499194, Lng: -113.813611), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 380 (year 2019), Average Future Daily Traffic: 570 (year 2039), Design Load: HS 20, Features Intersected: H CANAL, Facility Carried by Structure: S 100 W
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.369, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 24021, Location: 2.0 S. 1.5 E. BURLEY (Lat: 42.507806, Lng: -113.763889), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: 'G' CANAL, Facility Carried by Structure: 150 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.385, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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
Structure Number: 24021, Location: 2.0 S. 1.5 E. BURLEY (Lat: 42.507806, Lng: -113.763889), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2039), Design Load: HS 20, Features Intersected: 'G' CANAL, Facility Carried by Structure: 150 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.385, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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
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Structure Number: 24035, Location: 1.4S 1.0E BURLEY;100E100S (Lat: 42.518278, Lng: -113.773833), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,300 (year 2019), Average Future Daily Traffic: 1,950 (year 2039), Design Load: HS 20, Features Intersected: 'G' CANAL;E.BURLEY BR, Facility Carried by Structure: 100 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.715, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $26,000, Total Project Cost: $386,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 24035, Location: 1.4S 1.0E BURLEY;100E100S (Lat: 42.518278, Lng: -113.773833), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,300 (year 2019), Average Future Daily Traffic: 1,950 (year 2039), Design Load: HS 20, Features Intersected: 'G' CANAL;E.BURLEY BR, Facility Carried by Structure: 100 SOUTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.715, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.3m (27.2ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $257,000, Roadway Improvement Cost: $26,000, Total Project Cost: $386,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2414, Location: 100 S 50 E;HILAND AVE (Lat: 42.518694, Lng: -113.783389), Route carried "on" structure: County highway 7632, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,100 (year 2019), Average Future Daily Traffic: 4,650 (year 2039), Design Load: H 15, Features Intersected: 'G' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2414, Location: 100 S 50 E;HILAND AVE (Lat: 42.518694, Lng: -113.783389), Route carried "on" structure: County highway 7632, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,100 (year 2019), Average Future Daily Traffic: 4,650 (year 2039), Design Load: H 15, Features Intersected: 'G' CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, 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: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2531, Location: 2.3 W. BURLEY (Lat: 42.568528, Lng: -113.833167), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 580 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 870 (year 2039), Design Load: HS 20, Features Intersected: I 84;850 WEST RD GS, Facility Carried by Structure: 850 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.076, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,129,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 2531, Location: 2.3 W. BURLEY (Lat: 42.568528, Lng: -113.833167), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 580 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 870 (year 2039), Design Load: HS 20, Features Intersected: I 84;850 WEST RD GS, Facility Carried by Structure: 850 WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.076, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,419,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,129,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2748, Location: 4.5 N. 2.0 E. MARSING (Lat: 43.611194, Lng: -116.772611), Route carried "on" structure: County highway 3786, Year Built: 1965, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 520 (year 2019), Average Future Daily Traffic: 780 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.143, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $516,000, Roadway Improvement Cost: $52,000, Total Project Cost: $774,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2748, Location: 4.5 N. 2.0 E. MARSING (Lat: 43.611194, Lng: -116.772611), Route carried "on" structure: County highway 3786, Year Built: 1965, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 520 (year 2019), Average Future Daily Traffic: 780 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.143, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: 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: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $516,000, Roadway Improvement Cost: $52,000, Total Project Cost: $774,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2751, Location: 3.8 N. 2.5 E. NAMPA (Lat: 43.634194, Lng: -116.512278), Route carried "on" structure: County highway 3799, Year Built: 1965, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: H 15, Features Intersected: PHYLLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.006, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $819,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2751, Location: 3.8 N. 2.5 E. NAMPA (Lat: 43.634194, Lng: -116.512278), Route carried "on" structure: County highway 3799, Year Built: 1965, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,500 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,250 (year 2039), Design Load: H 15, Features Intersected: PHYLLIS CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.006, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $819,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 312, Location: 0.9 N. 16.8 E. GRAYS LAKE (Lat: 43.044611, Lng: -111.046083), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 225 (year 2039), Design Load: HS 20, Features Intersected: JACKKNIFE CREEK, Facility Carried by Structure: JACKKNIFE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 312, Location: 0.9 N. 16.8 E. GRAYS LAKE (Lat: 43.044611, Lng: -111.046083), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 225 (year 2039), Design Load: HS 20, Features Intersected: JACKKNIFE CREEK, Facility Carried by Structure: JACKKNIFE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 317, Location: 12.6 N. 13.2 W. MACKAY (Lat: 44.101306, Lng: -113.879083), Route carried "on" structure: County highway , Year Built: 1926, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2039), Design Load: H 15, Features Intersected: THOUSAND SPRINGS CREEK, Facility Carried by Structure: OLD CHILLI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.041, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $340,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 317, Location: 12.6 N. 13.2 W. MACKAY (Lat: 44.101306, Lng: -113.879083), Route carried "on" structure: County highway , Year Built: 1926, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 80 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2039), Design Load: H 15, Features Intersected: THOUSAND SPRINGS CREEK, Facility Carried by Structure: OLD CHILLI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.041, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), 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: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, 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 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $340,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2531, Location: 2.3 W. BURLEY (Lat: 42.568528, Lng: -113.833167), Route carried "under" structure: Interstate 84, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 19,500 (year 2018), Truck Traffic: 32%, Features Intersected: I 84;850 WEST RD GS, Facility Carried by Structure: 850 WEST ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 330.983, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 2531, Location: 2.3 W. BURLEY (Lat: 42.568528, Lng: -113.833167), Route carried "under" structure: Interstate 84, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 19,500 (year 2018), Truck Traffic: 32%, Features Intersected: I 84;850 WEST RD GS, Facility Carried by Structure: 850 WEST ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 330.983, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)