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Bridge Statistics for Chubbuck, Idaho (ID) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chubbuck, ID, Idaho, Idaho forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 98 meters (322ft) Total costs: $1,605,000 Total average daily traffic: 205,700 Total average daily truck traffic: 25,418 National Bridge Inventory (NBI) Registered Bridges for Chubbuck
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 10885, Location: IN CHUBBUCK (Lat: 42.912778, Lng: -112.476389), Route carried "on" structure: Interstate 86, Year Built: 1968, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 23%, Average Future Daily Traffic: 16,500 (year 2026), Design Load: HS 20, Features Intersected: SMA 7031;HAWTHORNE RD.GS Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 97.487, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1089, Location: IN CHUBBUCK (Lat: 42.913056, Lng: -112.476389), Route carried "on" structure: Interstate 86, Year Built: 1968, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 23%, Average Future Daily Traffic: 16,500 (year 2026), Design Load: HS 20, Features Intersected: SMA 7031;HAWTHORNE RD.GS Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 97.489, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.8 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: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000 ( Estimate for 2003), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10935, Location: 1.2 E. CHUBBUCK (Lat: 42.912778, Lng: -112.442778), Route carried "on" structure: Ramp Interstate 86, Year Built: 1963, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 20, Features Intersected: I 15 NB TO I 86 WB RAMP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.183, Lanes on structure: 1, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 48.1 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1128, Location: 2.7 N. POCATELLO (Lat: 42.911667, Lng: -112.440556), Route carried "on" structure: Interstate 15, Year Built: 1962, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 21,000 (year 2026), Design Load: HS 20, Features Intersected: I 86WB RAMP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 115.889, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 11285, Location: 2.9 N. POCATELLO (Lat: 42.913889, Lng: -112.440833), Route carried "on" structure: Interstate 15, Year Built: 1962, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 12%, Average Future Daily Traffic: 21,000 (year 2026), Design Load: HS 20, Features Intersected: I 86EB RAMP Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 116.114, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 17495, Location: AT CHUBBUCK (Lat: 42.912500, Lng: -112.466389), Route carried "on" structure: US 91, Year Built: 1964, Year Reconstructed: 2002, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 25,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 37,500 (year 2026), Design Load: HS 20, Features Intersected: I 86 EB-WB;CHUBBUCK IC Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 128.760, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: US0, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 21215, Location: 3.2 N. POCATELLO (Lat: 42.920278, Lng: -112.441667), Route carried "on" structure: City street 7041, Year Built: 1962, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,700 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,050 (year 2026), Design Load: HS 20, Features Intersected: I 15 SBL;CHUBBUCK RD.GS Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.755, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $16,000, Total Project Cost: $240,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 2122, Location: 3.2 N. POCATELLO (Lat: 42.920278, Lng: -112.440556), Route carried "on" structure: County highway 7041, Year Built: 1962, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 4,700 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,050 (year 2026), Design Load: HS 20, Features Intersected: I 15 NBL;CHUBBUCK RD.GS Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.874, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $279,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22105, Location: 1.5 W. CHUBBUCK (Lat: 42.912500, Lng: -112.495833), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 4,700 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 7,050 (year 2026), Design Load: HS 20, Features Intersected: I 86 EB-WB;PHILBIN RD GS, Facility Carried by Structure: PHILBIN ROAD Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 17.679, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $684,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,026,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10885, Location: IN CHUBBUCK (Lat: 42.912778, Lng: -112.476389), Route carried "under" structure: County highway 7031, Year Built: 1968, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 5%, Features Intersected: SMA 7031;HAWTHORNE RD.GS, Facility Carried by Structure: I 86 EBL Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.249, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 1089, Location: IN CHUBBUCK (Lat: 42.913056, Lng: -112.476389), Route carried "under" structure: County highway 7031, Year Built: 1968, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 7,300 (year 2006), Truck Traffic: 5%, Features Intersected: SMA 7031;HAWTHORNE RD.GS, Facility Carried by Structure: I 86 WBL Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 2.522, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft) Find on map >>
Structure Number: 10935, Location: 1.2 E. CHUBBUCK (Lat: 42.912778, Lng: -112.442778), Route carried "under" structure: Ramp Interstate 15, Year Built: 1963, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 9%, Features Intersected: I 15 NB TO I 86 WB RAMP, Facility Carried by Structure: I 86 RAMP EB OFF Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 100.442, Lanes on structure: 1, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 1128, Location: 2.7 N. POCATELLO (Lat: 42.911667, Lng: -112.440556), Route carried "under" structure: Ramp Interstate 15, Year Built: 1962, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 15,000 (year 2006), Truck Traffic: 9%, Features Intersected: I 86WB RAMP Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 100.626, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 11285, Location: 2.9 N. POCATELLO (Lat: 42.913889, Lng: -112.440833), Route carried "under" structure: Ramp Interstate 86, Year Built: 1962, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 4,000 (year 2006), Truck Traffic: 10%, Features Intersected: I 86EB RAMP, Facility Carried by Structure: I 15 SBL Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.412, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: 17495, Location: AT CHUBBUCK (Lat: 42.912500, Lng: -112.466389), Route carried "under" structure: Interstate 86, Year Built: 1964, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 23%, Features Intersected: I 86 EB-WB;CHUBBUCK IC, Facility Carried by Structure: US 91 Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 98.601, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft) Find on map >>
Structure Number: 21215, Location: 3.2 N. POCATELLO (Lat: 42.920278, Lng: -112.441667), Route carried "under" structure: Interstate 15, Year Built: 1962, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 21,000 (year 2006), Truck Traffic: 15%, Features Intersected: I 15 SBL;CHUBBUCK RD.GS, Facility Carried by Structure: STP 7041;CHUBBUCK Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 116.856, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 2122, Location: 3.2 N. POCATELLO (Lat: 42.920278, Lng: -112.440556), Route carried "under" structure: Interstate 15, Year Built: 1962, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 21,000 (year 2006), Truck Traffic: 15%, Features Intersected: I 15 NBL;CHUBBUCK RD.GS, Facility Carried by Structure: STP 7041;CHUBBUCK Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 116.857, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft) Find on map >>
Structure Number: 22105, Location: 1.5 W. CHUBBUCK (Lat: 42.912500, Lng: -112.495833), Route carried "under" structure: Interstate 86, Year Built: 1968, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 11,000 (year 2006), Truck Traffic: 23%, Features Intersected: I 86 EB-WB;PHILBIN RD GS, Facility Carried by Structure: PHILBIN ROAD Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 96.189, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft) Discuss this city on our hugely popular Idaho forum Back to: Chubbuck, ID, Idaho, All US cities.
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