Bridge Statistics for Bonner-West Riverside, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 266ft / 81.1mTotal length
- $2,282,000Total costs
- 106,432Total average daily traffic
- 11,911Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bonner-West Riverside
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 81960-1969
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 12.5%Very good
- 37.5%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Very good
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: 1434, Location: 0.6M W BONNER (Lat: 46.871739, Lng: -113.886933), Route carried "on" structure: Interstate 90, Year Built: 2018, Status: Open, Structure Length: 14.82m (48.62ft), Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HL 93, Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.707, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1434, Location: 0.6M W BONNER (Lat: 46.871739, Lng: -113.886933), Route carried "on" structure: Interstate 90, Year Built: 2018, Status: Open, Structure Length: 14.82m (48.62ft), Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HL 93, Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.707, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 64.0m (210.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: I00090109+04091, Location: 1.2M W BONNER (Lat: 46.878183, Lng: -113.909428), Route carried "on" structure: Interstate 90, Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 12.46m (40.88ft), Average Daily Traffic: 16,309 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 17,124 (year 2040), Design Load: HS 20, Features Intersected: SEP JUNIPER DR-CLARK FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.30m (43.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $385,000, Total Project Cost: $1,155,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: I00090109+04091, Location: 1.2M W BONNER (Lat: 46.878183, Lng: -113.909428), Route carried "on" structure: Interstate 90, Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 12.46m (40.88ft), Average Daily Traffic: 16,309 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 17,124 (year 2040), Design Load: HS 20, Features Intersected: SEP JUNIPER DR-CLARK FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.30m (43.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $385,000, Total Project Cost: $1,155,000, 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: I00090109+04092, Location: 1.2M W BONNER (Lat: 46.878331, Lng: -113.909664), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 16,309 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 17,124 (year 2040), Design Load: HS 20, Features Intersected: SEP JUNIPER DR-CLARK FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.701, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I00090109+04092, Location: 1.2M W BONNER (Lat: 46.878331, Lng: -113.909664), Route carried "on" structure: Interstate 90, Year Built: 1965, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 16,309 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 17,124 (year 2040), Design Load: HS 20, Features Intersected: SEP JUNIPER DR-CLARK FK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 174.701, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $751,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,127,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I00090110+00331, Location: 0.6M W BONNER (Lat: 46.873608, Lng: -113.889525), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 10.02m (32.87ft), Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.419, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: I00090110+00331, Location: 0.6M W BONNER (Lat: 46.873608, Lng: -113.889525), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 10.02m (32.87ft), Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.419, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: I00090110+00332, Location: 0.6M W BONNER (Lat: 46.873536, Lng: -113.888994), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.529, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: I00090110+00332, Location: 0.6M W BONNER (Lat: 46.873536, Lng: -113.888994), Route carried "on" structure: Interstate 90, Year Built: 1963, Year Reconstructed: 1994, Status: Open, Structure Length: 10.94m (35.89ft), Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 15,828 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 176.529, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, 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, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: P00024000+00001, Location: 1M W BONNER (Lat: 46.876681, Lng: -113.893408), Route carried "on" structure: State highway 200, Year Built: 1965, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 5,873 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,167 (year 2040), Design Load: HS 20, Features Intersected: INT BONNER I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.012, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: P00024000+00001, Location: 1M W BONNER (Lat: 46.876681, Lng: -113.893408), Route carried "on" structure: State highway 200, Year Built: 1965, Status: Open, Structure Length: 7.43m (24.38ft), Average Daily Traffic: 5,873 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,167 (year 2040), Design Load: HS 20, Features Intersected: INT BONNER I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.012, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: P00024000+05841, Location: 1M W BONNER (Lat: 46.872961, Lng: -113.883719), Route carried "on" structure: State highway 200, Year Built: 2009, Status: Open, Structure Length: 10.59m (34.74ft), Average Daily Traffic: 5,873 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,167 (year 2040), Design Load: HL 93, Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00024000+05841, Location: 1M W BONNER (Lat: 46.872961, Lng: -113.883719), Route carried "on" structure: State highway 200, Year Built: 2009, Status: Open, Structure Length: 10.59m (34.74ft), Average Daily Traffic: 5,873 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,167 (year 2040), Design Load: HL 93, Features Intersected: BLACKFOOT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.958, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S00210000+02131, Location: BONNER (Lat: 46.866858, Lng: -113.872400), Route carried "on" structure: State highway 210, Year Built: 1929, Year Reconstructed: 1953, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 1,572 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,651 (year 2040), Design Load: H 15, Features Intersected: MRL SPUR (NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00210000+02131, Location: BONNER (Lat: 46.866858, Lng: -113.872400), Route carried "on" structure: State highway 210, Year Built: 1929, Year Reconstructed: 1953, Status: Open, Structure Length: 2.70m (8.86ft), Average Daily Traffic: 1,572 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,651 (year 2040), Design Load: H 15, Features Intersected: MRL SPUR (NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.355, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I00090109+04091, Location: 12M W BONNER (Lat: 46.878183, Lng: -113.909428), Route carried "under" structure: ServiceCounty highway 32251, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP JUNIPER DR-CLARK FK, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 0.401, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: I00090109+04091, Location: 12M W BONNER (Lat: 46.878183, Lng: -113.909428), Route carried "under" structure: ServiceCounty highway 32251, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP JUNIPER DR-CLARK FK, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 0.401, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: I00090109+04092, Location: 12M W BONNER (Lat: 46.878331, Lng: -113.909664), Route carried "under" structure: ServiceCounty highway 32251, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP JUNIPER DR-CLARK FK, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.385, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: I00090109+04092, Location: 12M W BONNER (Lat: 46.878331, Lng: -113.909664), Route carried "under" structure: ServiceCounty highway 32251, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP JUNIPER DR-CLARK FK, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 6.63m (21.75ft), Kilometerpoint: 0.385, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: P00024000+00001, Location: 1M W BONNER (Lat: 46.876681, Lng: -113.893408), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Features Intersected: INT BONNER I 90, Facility Carried by Structure: S 200
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 175.967, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: P00024000+00001, Location: 1M W BONNER (Lat: 46.876681, Lng: -113.893408), Route carried "under" structure: Interstate 90, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 15,074 (year 2020), Truck Traffic: 13%, Features Intersected: INT BONNER I 90, Facility Carried by Structure: S 200
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 175.967, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)