Bridge Statistics for Wyola, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 118ft / 36.2mTotal length
- 17,254Total average daily traffic
- 5,054Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Wyola
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 11970-1979
- 111980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 69.2%Good
- 30.8%Satisfactory
- Bridge Condition - Superstructure
- 69.2%Good
- 30.8%Satisfactory
- Bridge Condition - Substructure
- 38.5%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 28.6%Good
- 57.1%Satisfactory
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Structure Number: I00090539+05881, Location: 8.7M S LODGE GRASS (Lat: 45.191017, Lng: -107.364100), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,102 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,257 (year 2040), Design Load: HS 20, Features Intersected: SEP LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 864.836, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090539+05881, Location: 8.7M S LODGE GRASS (Lat: 45.191017, Lng: -107.364100), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,102 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,257 (year 2040), Design Load: HS 20, Features Intersected: SEP LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 864.836, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090539+05882, Location: 8.7M S LODGE GRASS (Lat: 45.190950, Lng: -107.363539), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,102 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,257 (year 2040), Design Load: HS 20, Features Intersected: SEP LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 865.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090539+05882, Location: 8.7M S LODGE GRASS (Lat: 45.190950, Lng: -107.363539), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 3,102 (year 2020), Truck Traffic: 27%, Average Future Daily Traffic: 3,257 (year 2040), Design Load: HS 20, Features Intersected: SEP LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 865.250, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090544+00071, Location: WYOLA (Lat: 45.131686, Lng: -107.364278), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT WYOLA-S 457
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 871.976, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: I00090544+00071, Location: WYOLA (Lat: 45.131686, Lng: -107.364278), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT WYOLA-S 457
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 871.976, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: I00090544+00072, Location: WYOLA (Lat: 45.131983, Lng: -107.363572), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT WYOLA-S 457
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 872.347, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum 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: Bituminous
Structure Number: I00090544+00072, Location: WYOLA (Lat: 45.131983, Lng: -107.363572), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT WYOLA-S 457
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 872.347, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Underclear: Better than present minimum 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: Bituminous
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Structure Number: I00090549+08821, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337425), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT ABERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 881.432, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: Bituminous
Structure Number: I00090549+08821, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337425), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT ABERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 881.432, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, 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: 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: Bituminous
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Structure Number: I00090549+08822, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337014), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT ABERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 881.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090549+08822, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337014), Route carried "on" structure: Interstate 90, Year Built: 1985, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,318 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 2,434 (year 2040), Design Load: HS 20, Features Intersected: INT ABERDEEN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 881.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L02202000+05001, Location: 1M SW WYOLA (Lat: 45.123133, Lng: -107.404589), Route carried "on" structure: County highway 2202, Year Built: 2004, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 229 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK 071, Facility Carried by Structure: LITTLE HORN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: L02202000+05001, Location: 1M SW WYOLA (Lat: 45.123133, Lng: -107.404589), Route carried "on" structure: County highway 2202, Year Built: 2004, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 229 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 240 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK 071, Facility Carried by Structure: LITTLE HORN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.884, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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: L02266000+04001, Location: 1M N WYOLA (Lat: 45.139289, Lng: -107.395875), Route carried "on" structure: County highway 2266, Year Built: 1986, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LITTLE BIGHORN RIVER 023, Facility Carried by Structure: BACK LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: L02266000+04001, Location: 1M N WYOLA (Lat: 45.139289, Lng: -107.395875), Route carried "on" structure: County highway 2266, Year Built: 1986, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LITTLE BIGHORN RIVER 023, Facility Carried by Structure: BACK LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.657, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: L02269000+01001, Location: 3M SW WYOLA (Lat: 45.101061, Lng: -107.440467), Route carried "on" structure: County highway 2269, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LITTLE BIGHORN RIVER 024, Facility Carried by Structure: BLACK BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L02269000+01001, Location: 3M SW WYOLA (Lat: 45.101061, Lng: -107.440467), Route carried "on" structure: County highway 2269, Year Built: 1998, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: LITTLE BIGHORN RIVER 024, Facility Carried by Structure: BLACK BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.3m (102.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very 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: 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L02273000+01001, Location: 5M SE WYOLA (Lat: 45.053942, Lng: -107.355736), Route carried "on" structure: County highway 2273, Year Built: 1979, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK 021, Facility Carried by Structure: PASS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.136, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
Structure Number: L02273000+01001, Location: 5M SE WYOLA (Lat: 45.053942, Lng: -107.355736), Route carried "on" structure: County highway 2273, Year Built: 1979, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 102 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 107 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK 021, Facility Carried by Structure: PASS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.136, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 45.4 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Precast Panels
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Structure Number: S00451024+09811, Location: 4M N WYOLA (Lat: 45.180811, Lng: -107.387956), Route carried "on" structure: State highway 451, Year Built: 1950, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 411 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BIGHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S00451024+09811, Location: 4M N WYOLA (Lat: 45.180811, Lng: -107.387956), Route carried "on" structure: State highway 451, Year Built: 1950, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 391 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 411 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BIGHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.191, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: S00451033+03421, Location: 3M S WYOLA (Lat: 45.065503, Lng: -107.362819), Route carried "on" structure: State highway 451, Year Built: 1949, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 274 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.636, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00451033+03421, Location: 3M S WYOLA (Lat: 45.065503, Lng: -107.362819), Route carried "on" structure: State highway 451, Year Built: 1949, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 274 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.636, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00451034+00441, Location: 4M S WYOLA (Lat: 45.056425, Lng: -107.356336), Route carried "on" structure: State highway 451, Year Built: 1949, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 274 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.767, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: S00451034+00441, Location: 4M S WYOLA (Lat: 45.056425, Lng: -107.356336), Route carried "on" structure: State highway 451, Year Built: 1949, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 274 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20, Features Intersected: PASS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.767, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: I00090544+00071, Location: WYOLA (Lat: 45.131686, Lng: -107.364278), Route carried "under" structure: State highway 457, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 4%, Features Intersected: INT WYOLA-S 457, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: I00090544+00071, Location: WYOLA (Lat: 45.131686, Lng: -107.364278), Route carried "under" structure: State highway 457, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 4%, Features Intersected: INT WYOLA-S 457, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: I00090544+00072, Location: WYOLA (Lat: 45.131983, Lng: -107.363572), Route carried "under" structure: State highway 457, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 4%, Features Intersected: INT WYOLA-S 457, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
Structure Number: I00090544+00072, Location: WYOLA (Lat: 45.131983, Lng: -107.363572), Route carried "under" structure: State highway 457, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 75 (year 2020), Truck Traffic: 4%, Features Intersected: INT WYOLA-S 457, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.5m (50.9ft)
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Structure Number: I00090549+08821, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337425), Route carried "under" structure: ServiceCounty highway 2418, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 79 (year 2020), Features Intersected: INT ABERDEEN, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.495, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: I00090549+08821, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337425), Route carried "under" structure: ServiceCounty highway 2418, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 79 (year 2020), Features Intersected: INT ABERDEEN, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.495, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
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Structure Number: I00090549+08822, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337014), Route carried "under" structure: ServiceCounty highway 2418, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 79 (year 2020), Features Intersected: INT ABERDEEN, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 1.527, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)
Structure Number: I00090549+08822, Location: ABERDEEN (Lat: 45.057911, Lng: -107.337014), Route carried "under" structure: ServiceCounty highway 2418, Year Built: 1985, Structure Length: 0. m, Average Daily Traffic: 79 (year 2020), Features Intersected: INT ABERDEEN, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.77m (15.65ft), Kilometerpoint: 1.527, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)