Bridge Statistics for Wye, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 154ft / 46.8mTotal length
- $656,000Total costs
- 144,753Total average daily traffic
- 16,620Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wye
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 91960-1969
- 71970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 75.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 25.0%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 75.0%Good
- 18.8%Satisfactory
- 6.3%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 50.0%Good
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Structure Number: 2419, Location: 20M SW EKALAKA (Lat: 45.763450, Lng: -104.830347), Route carried "on" structure: County highway 6026, Year Built: 2016, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: S SPRING CREEK 003, Facility Carried by Structure: POWDERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 2419, Location: 20M SW EKALAKA (Lat: 45.763450, Lng: -104.830347), Route carried "on" structure: County highway 6026, Year Built: 2016, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: S SPRING CREEK 003, Facility Carried by Structure: POWDERVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.163, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: I00090093+03971, Location: 3.7M E FRENCHTOWN (Lat: 46.981153, Lng: -114.174875), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,484 (year 2040), Design Load: HS 20, Features Intersected: SEP LOISELLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.878, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Bituminous, Membrane: Preformed Fabric
Structure Number: I00090093+03971, Location: 3.7M E FRENCHTOWN (Lat: 46.981153, Lng: -114.174875), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,484 (year 2040), Design Load: HS 20, Features Intersected: SEP LOISELLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.878, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, 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: Bituminous, Membrane: Preformed Fabric
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Structure Number: I00090093+03972, Location: 3.7M E FRENCHTOWN (Lat: 46.981339, Lng: -114.174547), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,484 (year 2040), Design Load: HS 20, Features Intersected: SEP LOISELLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.952, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: I00090093+03972, Location: 3.7M E FRENCHTOWN (Lat: 46.981339, Lng: -114.174547), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,484 (year 2040), Design Load: HS 20, Features Intersected: SEP LOISELLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.952, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: I00090096+09851, Location: 5M W MISSOULA (Lat: 46.945317, Lng: -114.120850), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090096+09851, Location: 5M W MISSOULA (Lat: 46.945317, Lng: -114.120850), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090096+09852, Location: 5M W MISSOULA (Lat: 46.945525, Lng: -114.120744), Route carried "on" structure: Interstate 90, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090096+09852, Location: 5M W MISSOULA (Lat: 46.945525, Lng: -114.120744), Route carried "on" structure: Interstate 90, Year Built: 1966, Year Reconstructed: 1986, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 154.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090098+04271, Location: 3.7M W MISSOULA (Lat: 46.935939, Lng: -114.093994), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: SEP BUTLER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.021, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090098+04271, Location: 3.7M W MISSOULA (Lat: 46.935939, Lng: -114.093994), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: SEP BUTLER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.021, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00090098+04272, Location: 3.7M W MISSOULA (Lat: 46.936308, Lng: -114.094022), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: SEP BUTLER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.046, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00090098+04272, Location: 3.7M W MISSOULA (Lat: 46.936308, Lng: -114.094022), Route carried "on" structure: Interstate 90, Year Built: 1966, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 20,595 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 22,243 (year 2040), Design Load: HS 20, Features Intersected: SEP BUTLER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 157.046, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: L32101010+07001, Location: 6M S FRENCHTOWN (Lat: 46.929853, Lng: -114.214931), Route carried "on" structure: Spur County highway 32101, Year Built: 1983, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,830 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,972 (year 2040), Design Load: HS 20, Features Intersected: DEEP CREEK 098, Facility Carried by Structure: DEEP CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: L32101010+07001, Location: 6M S FRENCHTOWN (Lat: 46.929853, Lng: -114.214931), Route carried "on" structure: Spur County highway 32101, Year Built: 1983, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,830 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,972 (year 2040), Design Load: HS 20, Features Intersected: DEEP CREEK 098, Facility Carried by Structure: DEEP CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: L32161000+02001, Location: 3M S FRENCHTOWN (Lat: 46.979519, Lng: -114.198289), Route carried "on" structure: Spur County highway 32161, Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: FRENCHTOWN IRR CANAL 099, Facility Carried by Structure: LOISELLE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.362, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: L32161000+02001, Location: 3M S FRENCHTOWN (Lat: 46.979519, Lng: -114.198289), Route carried "on" structure: Spur County highway 32161, Year Built: 1960, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: FRENCHTOWN IRR CANAL 099, Facility Carried by Structure: LOISELLE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.362, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 15.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: L32184001+09001, Location: 8M NW MISSOULA (Lat: 46.925964, Lng: -114.145433), Route carried "on" structure: County highway 32184, Year Built: 2009, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LAVALLE CREEK 022, Facility Carried by Structure: DESCHAMPS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.052, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $51,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L32184001+09001, Location: 8M NW MISSOULA (Lat: 46.925964, Lng: -114.145433), Route carried "on" structure: County highway 32184, Year Built: 2009, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LAVALLE CREEK 022, Facility Carried by Structure: DESCHAMPS LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.052, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $51,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L32186000+04001, Location: 11M NW MISSOULA (Lat: 46.950475, Lng: -114.185167), Route carried "on" structure: Spur County highway 32186, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FRENCHTOWN DITCH 006, Facility Carried by Structure: CO RD 14-MOCCASIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.630, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel 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: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: L32186000+04001, Location: 11M NW MISSOULA (Lat: 46.950475, Lng: -114.185167), Route carried "on" structure: Spur County highway 32186, Year Built: 1974, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FRENCHTOWN DITCH 006, Facility Carried by Structure: CO RD 14-MOCCASIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.630, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel 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: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: L32189000+02001, Location: 4M S FRENCHTOWN (Lat: 46.957750, Lng: -114.192078), Route carried "on" structure: Spur County highway 32189, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FRENCHTOWN IRR CANAL 094, Facility Carried by Structure: LACASSE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: L32189000+02001, Location: 4M S FRENCHTOWN (Lat: 46.957750, Lng: -114.192078), Route carried "on" structure: Spur County highway 32189, Year Built: 1960, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FRENCHTOWN IRR CANAL 094, Facility Carried by Structure: LACASSE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: L32759000+05001, Location: 10M NW MISSOULA (Lat: 46.920722, Lng: -114.166589), Route carried "on" structure: Spur County highway 32759, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FRENCHTOWN CANAL 100, Facility Carried by Structure: MALLARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.624, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 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-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: L32759000+05001, Location: 10M NW MISSOULA (Lat: 46.920722, Lng: -114.166589), Route carried "on" structure: Spur County highway 32759, Year Built: 1975, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: FRENCHTOWN CANAL 100, Facility Carried by Structure: MALLARD WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.624, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 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-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: P00005000+00002, Location: 5M NW MISSOULA (Lat: 46.951450, Lng: -114.131369), Route carried "on" structure: US 93, Year Built: 1995, Status: Open, Structure Length: 10.60m (34.78ft), Average Daily Traffic: 10,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,920 (year 2040), Design Load: HS 20, Features Intersected: INT DESMET I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 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, Underclear: Equal to present minimum 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: P00005000+00002, Location: 5M NW MISSOULA (Lat: 46.951450, Lng: -114.131369), Route carried "on" structure: US 93, Year Built: 1995, Status: Open, Structure Length: 10.60m (34.78ft), Average Daily Traffic: 10,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,920 (year 2040), Design Load: HS 20, Features Intersected: INT DESMET I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 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, Underclear: Equal to present minimum 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: S00263008+00001, Location: 6M SE FRENCHTOWN (Lat: 46.926444, Lng: -114.166950), Route carried "on" structure: State highway 263, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,470 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,551 (year 2040), Features Intersected: IRRIGATION CANAL, Facility Carried by Structure: MULLAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $19,000, Total Project Cost: $57,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00263008+00001, Location: 6M SE FRENCHTOWN (Lat: 46.926444, Lng: -114.166950), Route carried "on" structure: State highway 263, Year Built: 1970, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,470 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,551 (year 2040), Features Intersected: IRRIGATION CANAL, Facility Carried by Structure: MULLAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 57.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $19,000, Total Project Cost: $57,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00474000+06321, Location: 4M SE FRENCHTOWN (Lat: 46.965172, Lng: -114.184619), Route carried "on" structure: State highway 474, Year Built: 1959, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 1,095 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: HS 15, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: September 2021, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $149,000, Total Project Cost: $446,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00474000+06321, Location: 4M SE FRENCHTOWN (Lat: 46.965172, Lng: -114.184619), Route carried "on" structure: State highway 474, Year Built: 1959, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 1,095 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: HS 15, Features Intersected: RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), 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: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 48 months, Inspection Date: September 2021, Other Special Inspection Date: October 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $149,000, Total Project Cost: $446,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I00090093+03971, Location: 37M E FRENCHTOWN (Lat: 46.981153, Lng: -114.174875), Route carried "under" structure: ServiceCounty highway 32161, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP LOISELLE ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.04m (13.25ft), Kilometerpoint: 2.424, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.4m (27.6ft)
Structure Number: I00090093+03971, Location: 37M E FRENCHTOWN (Lat: 46.981153, Lng: -114.174875), Route carried "under" structure: ServiceCounty highway 32161, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP LOISELLE ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.04m (13.25ft), Kilometerpoint: 2.424, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.4m (27.6ft)
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Structure Number: I00090093+03972, Location: 37M E FRENCHTOWN (Lat: 46.981339, Lng: -114.174547), Route carried "under" structure: ServiceCounty highway 32161, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP LOISELLE ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 2.457, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.4m (27.6ft)
Structure Number: I00090093+03972, Location: 37M E FRENCHTOWN (Lat: 46.981339, Lng: -114.174547), Route carried "under" structure: ServiceCounty highway 32161, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP LOISELLE ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 2.457, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 8.4m (27.6ft)
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Structure Number: I00090098+04271, Location: 37M W MISSOULA (Lat: 46.935939, Lng: -114.093994), Route carried "under" structure: ServiceState highway 32180, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,919 (year 2020), Truck Traffic: 3%, Features Intersected: SEP BUTLER CREEK ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.811, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: I00090098+04271, Location: 37M W MISSOULA (Lat: 46.935939, Lng: -114.093994), Route carried "under" structure: ServiceState highway 32180, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,919 (year 2020), Truck Traffic: 3%, Features Intersected: SEP BUTLER CREEK ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.811, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: I00090098+04272, Location: 37M W MISSOULA (Lat: 46.936308, Lng: -114.094022), Route carried "under" structure: ServiceState highway 32180, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,919 (year 2020), Truck Traffic: 3%, Features Intersected: SEP BUTLER CREEK ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.851, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: I00090098+04272, Location: 37M W MISSOULA (Lat: 46.936308, Lng: -114.094022), Route carried "under" structure: ServiceState highway 32180, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,919 (year 2020), Truck Traffic: 3%, Features Intersected: SEP BUTLER CREEK ROAD, Facility Carried by Structure: I 90
Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.851, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: P00005000+00001, Location: 5M NW MISSOULA (Lat: 46.951381, Lng: -114.131231), Route carried "under" structure: Interstate 90, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Features Intersected: INT DESMET I 90, Facility Carried by Structure: IRR - US 93
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 153.620, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: P00005000+00001, Location: 5M NW MISSOULA (Lat: 46.951381, Lng: -114.131231), Route carried "under" structure: Interstate 90, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Features Intersected: INT DESMET I 90, Facility Carried by Structure: IRR - US 93
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 153.620, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: P00005000+00002, Location: 5M NW MISSOULA (Lat: 46.951450, Lng: -114.131369), Route carried "under" structure: Interstate 90, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Features Intersected: INT DESMET I 90, Facility Carried by Structure: US 93
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 153.609, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: P00005000+00002, Location: 5M NW MISSOULA (Lat: 46.951450, Lng: -114.131369), Route carried "under" structure: Interstate 90, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 9,985 (year 2020), Truck Traffic: 19%, Features Intersected: INT DESMET I 90, Facility Carried by Structure: US 93
Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 153.609, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)