Bridge Statistics for Weiser, Idaho (ID) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1381,  Location: IN WEISER (Lat: 44.243333,  Lng: -116.982500),  Route carried "on" structure: Spur US 95,  Year Built: 1953,  Status: Open,  Structure Length: 27.74m (91.01ft),  Average Daily Traffic: 3,200 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,800 (year 2026),  Design Load: HS 15,  Features Intersected: SNAKE RIVER;WEISER BR.
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: USS,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.51m (100.10ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: June 2007,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $3,804,000,  Roadway Improvement Cost: $380,000,  Total Project Cost: $5,706,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18125,  Location: 0.1 S. WEISER SCL (Lat: 44.242500,  Lng: -116.958056),  Route carried "on" structure: US 95,  Year Built: 1935,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 7,000 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,500 (year 2026),  Design Load: H 15,  Features Intersected: WEISER RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 131.201,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,380,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $2,070,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 3,500 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,250 (year 2026),  Design Load: HS 25,  Features Intersected: MONROE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  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,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18135,  Location: IN WEISER (Lat: 44.256111,  Lng: -116.968333),  Route carried "on" structure: City street 3881,  Year Built: 1977,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,900 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,850 (year 2026),  Design Load: HS 20,  Features Intersected: GALLOWAY CANAL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 133.619,  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: 7.0m (23.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007

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Structure Number: 28695,  Location: IN WEISER (Lat: 44.246389,  Lng: -116.981111),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 1,400 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,100 (year 2026),  Design Load: HS 20,  Features Intersected: US 95 SPUR; WEISER IC,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.045,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.8m (42.0ft),  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: Fair,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $581,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $872,000 ( Estimate for 2003),  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: 1,910 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,865 (year 2026),  Design Load: HS 20,  Features Intersected: US 95 SPUR;COMMERCIAL UP,  Facility Carried by Structure: W. COMMERCIAL ST.
Minimum Vertical Clearance: 30.48m (100.00ft),  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: Fair,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $520,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $780,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2879,  Location: IN WEISER;WEST 7TH ST (Lat: 44.257778,  Lng: -116.979722),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 750 (year 2026),  Design Load: H 15,  Features Intersected: GALLOWAY CANAL,  Facility Carried by Structure: WEST 7TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 162.107,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $166,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 288,  Location: AT WEISER SCL (Lat: 44.258611,  Lng: -116.983333),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2026),  Design Load: H 15,  Features Intersected: GALLOWAY CANAL,  Facility Carried by Structure: WEST 9TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 162.152,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 3 degrees,  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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $158,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28695,  Location: IN WEISER (Lat: 44.246389,  Lng: -116.981111),  Route carried "under" structure: Spur US 95,  Year Built: 1960,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 3,800 (year 2006),  Truck Traffic: 5%,  Features Intersected: US 95 SPUR; WEISER IC,  Facility Carried by Structure: COUNTY ROAD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.212,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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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: 4.85m (15.91ft),  Average Daily Traffic: 3,800 (year 2006),  Truck Traffic: 5%,  Features Intersected: US 95 SPUR;COMMERCIAL UP,  Facility Carried by Structure: W. COMMERCIAL ST.
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.291,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)