Bridge Statistics for Weiser, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 226ft / 68.7mTotal length
- $6,061,000Total costs
- 46,770Total average daily traffic
- 4,672Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Weiser
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11930-1939
- 11940-1949
- 11950-1959
- 51960-1969
- 51970-1979
- 41990-1999
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.9%Excellent
- 11.8%Very good
- 52.9%Good
- 23.5%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 5.9%Excellent
- 11.8%Very good
- 35.3%Good
- 29.4%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 5.9%Excellent
- 5.9%Very good
- 41.2%Good
- 23.5%Satisfactory
- 17.6%Fair
- 5.9%Serious
- Bridge Condition - Channel
- 5.3%Excellent
- 47.4%Very good
- 15.8%Good
- 26.3%Satisfactory
- 5.3%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 13811, Location: IN WEISER (Lat: 44.243333, Lng: -116.982528), Route carried "on" structure: Spur US 95, Year Built: 2010, Status: Open, Structure Length: 26.70m (87.60ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 5,400 (year 2039), Design Load: HL 93, Features Intersected: SNAKE RIVER; WEISER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: USS, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 5.9m (19.4ft), Horizontal Clearance: 43.0m (141.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 43.7m (143.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2019, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13811, Location: IN WEISER (Lat: 44.243333, Lng: -116.982528), Route carried "on" structure: Spur US 95, Year Built: 2010, Status: Open, Structure Length: 26.70m (87.60ft), Average Daily Traffic: 3,600 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 5,400 (year 2039), Design Load: HL 93, Features Intersected: SNAKE RIVER; WEISER BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: USS, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 5.9m (19.4ft), Horizontal Clearance: 43.0m (141.1ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 43.7m (143.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2019, Underwater Inspection Date: October 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: 18121, Location: 0.6 S. WEISER SCL (Lat: 44.234972, Lng: -116.957722), Route carried "on" structure: US 95, Year Built: 2017, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,900 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,850 (year 2039), Design Load: HL 93, Features Intersected: ROBERTSON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.379, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020
Structure Number: 18121, Location: 0.6 S. WEISER SCL (Lat: 44.234972, Lng: -116.957722), Route carried "on" structure: US 95, Year Built: 2017, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,900 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 8,850 (year 2039), Design Load: HL 93, Features Intersected: ROBERTSON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.379, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2020
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Structure Number: 18126, Location: IN WEISER SCL (Lat: 44.242306, Lng: -116.958139), Route carried "on" structure: US 95, Year Built: 2013, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 6,300 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 9,450 (year 2039), Design Load: HL 93, Features Intersected: WEISER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.187, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18126, Location: IN WEISER SCL (Lat: 44.242306, Lng: -116.958139), Route carried "on" structure: US 95, Year Built: 2013, Status: Open, Structure Length: 10.58m (34.71ft), Average Daily Traffic: 6,300 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 9,450 (year 2039), Design Load: HL 93, Features Intersected: WEISER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.187, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.7m (149.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18133, Location: IN WEISER (Lat: 44.251944, Lng: -116.957778), Route carried "on" structure: US 95, Year Built: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: MONROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.294, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18133, Location: IN WEISER (Lat: 44.251944, Lng: -116.957778), Route carried "on" structure: US 95, Year Built: 1999, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 5,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: MONROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.294, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18134, Location: 0.4 N. WEISER NCL (Lat: 44.258583, Lng: -116.958194), Route carried "on" structure: US 95, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.009, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 18134, Location: 0.4 N. WEISER NCL (Lat: 44.258583, Lng: -116.958194), Route carried "on" structure: US 95, Year Built: 1999, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.009, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 18135, Location: IN WEISER (Lat: 44.256311, Lng: -116.968419), Route carried "on" structure: City street 3881, Year Built: 1977, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,000 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 96.2 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: November 2021
Structure Number: 18135, Location: IN WEISER (Lat: 44.256311, Lng: -116.968419), Route carried "on" structure: City street 3881, Year Built: 1977, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 3,000 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 36.6m (120.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 96.2 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: November 2021
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Structure Number: 18141, Location: 3.8 N. WEISER NBCL (Lat: 44.305361, Lng: -116.923000), Route carried "on" structure: US 95, Year Built: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: MONROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.145, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18141, Location: 3.8 N. WEISER NBCL (Lat: 44.305361, Lng: -116.923000), Route carried "on" structure: US 95, Year Built: 1990, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 3,800 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 5,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: MONROE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.145, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: US0, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 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: 1919, Location: 2.3 N. DINGLE (Lat: 42.248389, Lng: -111.271333), Route carried "on" structure: County highway 1809, Year Built: 1966, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 430 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 645 (year 2039), Design Load: H 20, Features Intersected: BEAR RIVER;N.DINGLE BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.984, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1919, Location: 2.3 N. DINGLE (Lat: 42.248389, Lng: -111.271333), Route carried "on" structure: County highway 1809, Year Built: 1966, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 430 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 645 (year 2039), Design Load: H 20, Features Intersected: BEAR RIVER;N.DINGLE BR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.984, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19995, Location: 0.1 S. 2.5 E. WEISER (Lat: 44.245861, Lng: -116.920278), Route carried "on" structure: County highway 8215, Year Built: 1954, Year Reconstructed: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 690 (year 2039), Design Load: HL 93, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19995, Location: 0.1 S. 2.5 E. WEISER (Lat: 44.245861, Lng: -116.920278), Route carried "on" structure: County highway 8215, Year Built: 1954, Year Reconstructed: 2018, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 460 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 690 (year 2039), Design Load: HL 93, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2024, Location: 4.7N. 2.2W. GRANGEVILLE (Lat: 46.002722, Lng: -116.163806), Route carried "on" structure: County highway 4749, Year Built: 1977, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 1,200 (year 2039), Design Load: HS 20, Features Intersected: S.FK.COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.125, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: 2024, Location: 4.7N. 2.2W. GRANGEVILLE (Lat: 46.002722, Lng: -116.163806), Route carried "on" structure: County highway 4749, Year Built: 1977, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 18%, Average Future Daily Traffic: 1,200 (year 2039), Design Load: HS 20, Features Intersected: S.FK.COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.125, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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
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Structure Number: 2025, Location: 2.0 SW SWEETWATER (Lat: 46.347417, Lng: -116.827444), Route carried "on" structure: County highway 4759, Year Built: 1949, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: H 20, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $530,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2025, Location: 2.0 SW SWEETWATER (Lat: 46.347417, Lng: -116.827444), Route carried "on" structure: County highway 4759, Year Built: 1949, Year Reconstructed: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,900 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 2,850 (year 2039), Design Load: H 20, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.453, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $35,000, Total Project Cost: $530,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28705, Location: 0.4 N. 1.0 E. WEISER (Lat: 44.253722, Lng: -116.953389), Route carried "on" structure: County highway 8216, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $413,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28705, Location: 0.4 N. 1.0 E. WEISER (Lat: 44.253722, Lng: -116.953389), Route carried "on" structure: County highway 8216, Year Built: 1975, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 240 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.443, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $28,000, Total Project Cost: $413,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2872, Location: IN WEISER (Lat: 44.246944, Lng: -116.980833), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 820 (year 2019), Average Future Daily Traffic: 1,230 (year 2039), Design Load: HS 20, Features Intersected: US 95 SPUR;COMMERCIAL UP, Facility Carried by Structure: W. COMMERCIAL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.085, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2872, Location: IN WEISER (Lat: 44.246944, Lng: -116.980833), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 820 (year 2019), Average Future Daily Traffic: 1,230 (year 2039), Design Load: HS 20, Features Intersected: US 95 SPUR;COMMERCIAL UP, Facility Carried by Structure: W. COMMERCIAL ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.085, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 48 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,237,000, Roadway Improvement Cost: $124,000, Total Project Cost: $1,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28745, Location: 0.5 N. 0.8 E. WEISER (Lat: 44.258278, Lng: -116.959694), Route carried "on" structure: City street 8206, Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 770 (year 2019), Average Future Daily Traffic: 1,155 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: 28745, Location: 0.5 N. 0.8 E. WEISER (Lat: 44.258278, Lng: -116.959694), Route carried "on" structure: City street 8206, Year Built: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 770 (year 2019), Average Future Daily Traffic: 1,155 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.520, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: 28785, Location: AT WEISER ECL;MAIN ST. (Lat: 44.245222, Lng: -116.944694), Route carried "on" structure: County highway 8217, Year Built: 1960, Year Reconstructed: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 510 (year 2019), Average Future Daily Traffic: 765 (year 2039), Design Load: HS 20, Features Intersected: WEISER R;BACKWATER CH.BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Fair, 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $23,000, Total Project Cost: $344,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28785, Location: AT WEISER ECL;MAIN ST. (Lat: 44.245222, Lng: -116.944694), Route carried "on" structure: County highway 8217, Year Built: 1960, Year Reconstructed: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 510 (year 2019), Average Future Daily Traffic: 765 (year 2039), Design Load: HS 20, Features Intersected: WEISER R;BACKWATER CH.BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Fair, 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $23,000, Total Project Cost: $344,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28801, Location: 0.56 N 0.71 W WEISER (Lat: 44.258667, Lng: -116.983444), Route carried "on" structure: City street 8202, Year Built: 2021, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 410 (year 2021), Average Future Daily Traffic: 615 (year 2041), Design Load: HL 93, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.433, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), 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: 17.2m (56.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 28801, Location: 0.56 N 0.71 W WEISER (Lat: 44.258667, Lng: -116.983444), Route carried "on" structure: City street 8202, Year Built: 2021, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 410 (year 2021), Average Future Daily Traffic: 615 (year 2041), Design Load: HL 93, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.433, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), 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: 17.2m (56.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 28805, Location: 0.4 S. 1.3 E. WEISER (Lat: 44.241167, Lng: -116.943806), Route carried "on" structure: County highway 8217, Year Built: 1917, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 510 (year 2019), Average Future Daily Traffic: 765 (year 2039), Design Load: H 10, Features Intersected: WEISER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.487, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $1,610,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,415,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28805, Location: 0.4 S. 1.3 E. WEISER (Lat: 44.241167, Lng: -116.943806), Route carried "on" structure: County highway 8217, Year Built: 1917, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 510 (year 2019), Average Future Daily Traffic: 765 (year 2039), Design Load: H 10, Features Intersected: WEISER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.487, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $1,610,000, Roadway Improvement Cost: $161,000, Total Project Cost: $2,415,000 ( Estimate for 2019), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28875, Location: 0.9 N. 1.2 W. WEISER (Lat: 44.259444, Lng: -116.993611), Route carried "on" structure: County highway 8200, Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 730 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,095 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.674, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28875, Location: 0.9 N. 1.2 W. WEISER (Lat: 44.259444, Lng: -116.993611), Route carried "on" structure: County highway 8200, Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 730 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,095 (year 2039), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.674, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 28883, Location: 2.4 N. 2.8 W. WEISER (Lat: 44.281786, Lng: -117.024417), Route carried "on" structure: County highway 3008, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 540 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 810 (year 2040), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $183,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28883, Location: 2.4 N. 2.8 W. WEISER (Lat: 44.281786, Lng: -117.024417), Route carried "on" structure: County highway 3008, Year Built: 1971, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 540 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 810 (year 2040), Design Load: HS 20, Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $183,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2897, Location: 0.3 S. 3.1 E. WEISER (Lat: 44.241583, Lng: -116.906639), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2012, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2039), Design Load: H 15, Features Intersected: GALLOWAY CANAL, Facility Carried by Structure: SAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.447, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2897, Location: 0.3 S. 3.1 E. WEISER (Lat: 44.241583, Lng: -116.906639), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2012, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 75 (year 2039), Design Load: H 15, Features Intersected: GALLOWAY CANAL, Facility Carried by Structure: SAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.447, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $21,000, Total Project Cost: $320,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 28695, Location: IN WEISER (Lat: 44.246389, Lng: -116.981000), Route carried "under" structure: Spur US 95, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2018), Truck Traffic: 6%, Features Intersected: US 95 SPUR; WEISER IC, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.227, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.7m (41.7ft)
Structure Number: 28695, Location: IN WEISER (Lat: 44.246389, Lng: -116.981000), Route carried "under" structure: Spur US 95, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2018), Truck Traffic: 6%, Features Intersected: US 95 SPUR; WEISER IC, Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.227, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.7m (41.7ft)
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Structure Number: 2872, Location: IN WEISER (Lat: 44.246944, Lng: -116.980833), Route carried "under" structure: Spur US 95, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2018), Truck Traffic: 6%, Features Intersected: US 95 SPUR;COMMERCIAL UP, Facility Carried by Structure: W. COMMERCIAL ST.
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.301, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 2872, Location: IN WEISER (Lat: 44.246944, Lng: -116.980833), Route carried "under" structure: Spur US 95, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2018), Truck Traffic: 6%, Features Intersected: US 95 SPUR;COMMERCIAL UP, Facility Carried by Structure: W. COMMERCIAL ST.
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.301, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)