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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 in Weiser, ID - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 11930-1939
  • 11940-1949
  • 11950-1959
  • 51960-1969
  • 51970-1979
  • 41990-1999
  • 32010-2019
  • 12020-2022
Reconstructed bridges in Weiser, ID - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
  • 22000-2009
  • 12010-2019
Average Bridge Daily Traffic in Weiser, ID
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.9%Excellent
  • 11.8%Very good
  • 52.9%Good
  • 23.5%Satisfactory
  • 5.9%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.9%Excellent
  • 11.8%Very good
  • 35.3%Good
  • 29.4%Satisfactory
  • 17.6%Fair
Bridge Condition - Substructure
  • 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
  • Bridge Condition - Channel
  • 5.3%Excellent
  • 47.4%Very good
  • 15.8%Good
  • 26.3%Satisfactory
  • 5.3%Poor
Bridge Condition - Culverts
  • 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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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