Bridge Statistics for Hansen, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 171ft / 51.8mTotal length
- $14,724,000Total costs
- 60,380Total average daily traffic
- 16,229Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hansen
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 61960-1969
- 31970-1979
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 11.1%Good
- 77.8%Satisfactory
- Bridge Condition - Substructure
- 11.1%Very good
- 11.1%Good
- 66.7%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 37.5%Very good
- 50.0%Good
- 12.5%Satisfactory
Find on map >> Show street view
Structure Number: 13646, Location: 2.6 E. HANSEN (Lat: 42.533194, Lng: -114.249889), Route carried "on" structure: US 30, Year Built: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 4,050 (year 2039), Design Load: HL 93, Features Intersected: TWIN FALLS MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 370.351, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13646, Location: 2.6 E. HANSEN (Lat: 42.533194, Lng: -114.249889), Route carried "on" structure: US 30, Year Built: 2011, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 2,700 (year 2019), Truck Traffic: 19%, Average Future Daily Traffic: 4,050 (year 2039), Design Load: HL 93, Features Intersected: TWIN FALLS MAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 370.351, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1452, Location: 8.3 E. TWIN FALLS (Lat: 42.565556, Lng: -114.300556), Route carried "on" structure: State highway 50, Year Built: 1966, Status: Open, Structure Length: 23.23m (76.21ft), Average Daily Traffic: 8,200 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 12,300 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;HANSEN BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 78.6m (257.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 30.18m (99.02ft), Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2020, Other Special Inspection Date: June 2018, Bridge Improvement Cost: $7,623,000, Roadway Improvement Cost: $762,000, Total Project Cost: $11,435,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1452, Location: 8.3 E. TWIN FALLS (Lat: 42.565556, Lng: -114.300556), Route carried "on" structure: State highway 50, Year Built: 1966, Status: Open, Structure Length: 23.23m (76.21ft), Average Daily Traffic: 8,200 (year 2019), Truck Traffic: 24%, Average Future Daily Traffic: 12,300 (year 2039), Design Load: HS 20, Features Intersected: SNAKE RIVER;HANSEN BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.256, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 78.6m (257.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Length Of Structure Improvement: 30.18m (99.02ft), Designated Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: June 2020, Other Special Inspection Date: June 2018, Bridge Improvement Cost: $7,623,000, Roadway Improvement Cost: $762,000, Total Project Cost: $11,435,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 14525, Location: 8.9 E. TWIN FALLS (Lat: 42.576944, Lng: -114.296306), Route carried "on" structure: State highway 50, Year Built: 1964, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 6,700 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 10,050 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;KIMBERLY IC
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 7.564, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,888,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,831,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 14525, Location: 8.9 E. TWIN FALLS (Lat: 42.576944, Lng: -114.296306), Route carried "on" structure: State highway 50, Year Built: 1964, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 6,700 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 10,050 (year 2039), Design Load: HS 20, Features Intersected: I 84 EB-WB;KIMBERLY IC
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 7.564, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.9m (68.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,888,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,831,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Find on map >> Show street view
Structure Number: 19451, Location: 2.7 S. HANSEN (Lat: 42.494167, Lng: -114.305556), Route carried "on" structure: County highway 2739, Year Built: 1995, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 930 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,395 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.911, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 36.8m (120.7ft)
Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable 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: Febuary 2018
Structure Number: 19451, Location: 2.7 S. HANSEN (Lat: 42.494167, Lng: -114.305556), Route carried "on" structure: County highway 2739, Year Built: 1995, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 930 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,395 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.911, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 36.8m (120.7ft)
Condition: Channel: Good, Culverts: Very good, Structural Evaluation: Equal to present desirable 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: Febuary 2018
Find on map >> Show street view
Structure Number: 19455, Location: 1.4 N. 0.3 W. HANSEN (Lat: 42.549444, Lng: -114.306111), Route carried "on" structure: County highway 2739, Year Built: 1920, Year Reconstructed: 1940, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2039), Design Load: H 15, Features Intersected: LATERAL 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.047, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $458,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19455, Location: 1.4 N. 0.3 W. HANSEN (Lat: 42.549444, Lng: -114.306111), Route carried "on" structure: County highway 2739, Year Built: 1920, Year Reconstructed: 1940, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,500 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2039), Design Load: H 15, Features Intersected: LATERAL 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.047, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $458,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 24865, Location: 6.2 E. TWIN FALLS (Lat: 42.590278, Lng: -114.324167), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: I 84;VINYARD RD GS, Facility Carried by Structure: VINYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.047, 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-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 24865, Location: 6.2 E. TWIN FALLS (Lat: 42.590278, Lng: -114.324167), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: I 84;VINYARD RD GS, Facility Carried by Structure: VINYARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.047, 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-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: 2538, Location: 3.1 S. 2.0 E. KIMBERLY (Lat: 42.489944, Lng: -114.319222), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL, Facility Carried by Structure: 3400 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.481, 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: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2538, Location: 3.1 S. 2.0 E. KIMBERLY (Lat: 42.489944, Lng: -114.319222), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL, Facility Carried by Structure: 3400 NORTH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 167.481, 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: 2, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 25528, Location: 1.3 W. 1.3 S. HANSEN (Lat: 42.510361, Lng: -114.325472), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: HS 20, Features Intersected: PERRINE COULEE CANAL, Facility Carried by Structure: N 3700 E ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.869, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25528, Location: 1.3 W. 1.3 S. HANSEN (Lat: 42.510361, Lng: -114.325472), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 70 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: HS 20, Features Intersected: PERRINE COULEE CANAL, Facility Carried by Structure: N 3700 E ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.869, Lanes on structure: 1, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Structural Evaluation: Equal to 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 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2553, Location: 3.1 S. 1.0 W. HANSEN (Lat: 42.489250, Lng: -114.324944), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL, Facility Carried by Structure: N 3700 E ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.458, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2553, Location: 3.1 S. 1.0 W. HANSEN (Lat: 42.489250, Lng: -114.324944), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: LOW LINE CANAL, Facility Carried by Structure: N 3700 E ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.458, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.3 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2569, Location: 0.7 S. 1.2 E. HANSEN (Lat: 42.518714, Lng: -114.276667), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: TWIN FALLS MAIN CANAL, Facility Carried by Structure: 3600 NORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.330, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2569, Location: 0.7 S. 1.2 E. HANSEN (Lat: 42.518714, Lng: -114.276667), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 70 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 105 (year 2039), Design Load: HS 20, Features Intersected: TWIN FALLS MAIN CANAL, Facility Carried by Structure: 3600 NORTH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 180.330, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
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: Equal to present minimum criteria, Deck Geometry: Equal to 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 14525, Location: 8.9 E. TWIN FALLS (Lat: 42.576944, Lng: -114.296306), Route carried "under" structure: Interstate 84, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 30%, Features Intersected: I 84 EB-WB;KIMBERLY IC, Facility Carried by Structure: SH 50
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 292.719, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.3m (50.2ft)
Structure Number: 14525, Location: 8.9 E. TWIN FALLS (Lat: 42.576944, Lng: -114.296306), Route carried "under" structure: Interstate 84, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 30%, Features Intersected: I 84 EB-WB;KIMBERLY IC, Facility Carried by Structure: SH 50
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 292.719, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.3m (50.2ft)
Find on map >> Show street view
Structure Number: 24865, Location: 6.2 E. TWIN FALLS (Lat: 42.590278, Lng: -114.324167), Route carried "under" structure: Interstate 84, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 34%, Features Intersected: I 84;VINYARD RD GS, Facility Carried by Structure: VINYARD ROAD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 289.978, 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: 24865, Location: 6.2 E. TWIN FALLS (Lat: 42.590278, Lng: -114.324167), Route carried "under" structure: Interstate 84, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 18,000 (year 2018), Truck Traffic: 34%, Features Intersected: I 84;VINYARD RD GS, Facility Carried by Structure: VINYARD ROAD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 289.978, 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)