Bridge Statistics for Ulm, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 200ft / 61.5mTotal length
- $106,000Total costs
- 40,526Total average daily traffic
- 6,140Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Ulm
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 51950-1959
- 61960-1969
- 41970-1979
- 21980-1989
- Bridge Condition - Deck
- 23.1%Very good
- 53.8%Good
- 7.7%Satisfactory
- 7.7%Fair
- 7.7%Poor
- Bridge Condition - Superstructure
- 30.8%Very good
- 38.5%Good
- 7.7%Satisfactory
- 23.1%Fair
- Bridge Condition - Substructure
- 7.7%Very good
- 46.2%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 71.4%Good
- 14.3%Satisfactory
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Structure Number: I00015262+06421, Location: 6M N CASCADE (Lat: 47.348394, Lng: -111.614014), Route carried "on" structure: Interstate 15, Year Built: 1958, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,428 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.860, 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I00015262+06421, Location: 6M N CASCADE (Lat: 47.348394, Lng: -111.614014), Route carried "on" structure: Interstate 15, Year Built: 1958, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,428 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.860, 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I00015262+06422, Location: 6M N CASCADE (Lat: 47.348586, Lng: -111.614328), Route carried "on" structure: Interstate 15, Year Built: 1958, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,428 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.545, 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: I00015262+06422, Location: 6M N CASCADE (Lat: 47.348586, Lng: -111.614328), Route carried "on" structure: Interstate 15, Year Built: 1958, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,428 (year 2040), Design Load: HS 20, Features Intersected: LITTLE MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 421.545, 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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: I00015270+04311, Location: ULM (Lat: 47.433667, Lng: -111.506906), Route carried "on" structure: Interstate 15, Year Built: 1958, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,939 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,236 (year 2040), Design Load: HS 20, Features Intersected: INT ULM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.334, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00015270+04311, Location: ULM (Lat: 47.433667, Lng: -111.506906), Route carried "on" structure: Interstate 15, Year Built: 1958, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 5,939 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,236 (year 2040), Design Load: HS 20, Features Intersected: INT ULM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.334, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00015270+04312, Location: ULM (Lat: 47.433989, Lng: -111.506908), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,428 (year 2040), Design Load: HS 20, Features Intersected: INT ULM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.048, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: I00015270+04312, Location: ULM (Lat: 47.433989, Lng: -111.506908), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,428 (year 2040), Design Load: HS 20, Features Intersected: INT ULM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.048, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: I00015274+02691, Location: 3M N ULM (Lat: 47.452111, Lng: -111.429308), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5,939 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,236 (year 2040), Design Load: HS 20, Features Intersected: SEP COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.538, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00015274+02691, Location: 3M N ULM (Lat: 47.452111, Lng: -111.429308), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5,939 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,236 (year 2040), Design Load: HS 20, Features Intersected: SEP COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.538, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00015274+02692, Location: 3M N ULM (Lat: 47.452378, Lng: -111.429447), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5,939 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,236 (year 2040), Design Load: HS 20, Features Intersected: SEP COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.240, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00015274+02692, Location: 3M N ULM (Lat: 47.452378, Lng: -111.429447), Route carried "on" structure: Interstate 15, Year Built: 1969, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5,939 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,236 (year 2040), Design Load: HS 20, Features Intersected: SEP COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.240, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L07565000+06001, Location: 6M NE CASCADE (Lat: 47.340183, Lng: -111.624381), Route carried "on" structure: Spur County highway 7565, Year Built: 1977, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.048, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L07565000+06001, Location: 6M NE CASCADE (Lat: 47.340183, Lng: -111.624381), Route carried "on" structure: Spur County highway 7565, Year Built: 1977, Status: Open, Structure Length: 8.71m (28.58ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.048, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Superior 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L07565001+08001, Location: 7M NE CASCADE (Lat: 47.355464, Lng: -111.625633), Route carried "on" structure: Spur County highway 7565, Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: LITTLE MUDDY CREEK 067, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L07565001+08001, Location: 7M NE CASCADE (Lat: 47.355464, Lng: -111.625633), Route carried "on" structure: Spur County highway 7565, Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: LITTLE MUDDY CREEK 067, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L07565005+08001, Location: 3M SW ULM (Lat: 47.388561, Lng: -111.564922), Route carried "on" structure: Spur County highway 7565, Year Built: 1970, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.423, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.0 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L07565005+08001, Location: 3M SW ULM (Lat: 47.388561, Lng: -111.564922), Route carried "on" structure: Spur County highway 7565, Year Built: 1970, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.423, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 39.0 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: 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L07603000+09001, Location: ULM (Lat: 47.422822, Lng: -111.519000), Route carried "on" structure: Spur State highway 7603, Year Built: 1923, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: H 15, Features Intersected: MUDDY CREEK SLOUGH 111, Facility Carried by Structure: OLD US HWY 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L07603000+09001, Location: ULM (Lat: 47.422822, Lng: -111.519000), Route carried "on" structure: Spur State highway 7603, Year Built: 1923, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: H 15, Features Intersected: MUDDY CREEK SLOUGH 111, Facility Carried by Structure: OLD US HWY 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.506, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L07603008+01001, Location: 6M N CASCADE (Lat: 47.340928, Lng: -111.609108), Route carried "on" structure: Spur State highway 7603, Year Built: 1923, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: H 15, Features Intersected: LITTLE MUDDY CREEK 090, Facility Carried by Structure: OLD US HWY 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L07603008+01001, Location: 6M N CASCADE (Lat: 47.340928, Lng: -111.609108), Route carried "on" structure: Spur State highway 7603, Year Built: 1923, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: H 15, Features Intersected: LITTLE MUDDY CREEK 090, Facility Carried by Structure: OLD US HWY 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.813, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $10,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00330000+04061, Location: ULM (Lat: 47.430481, Lng: -111.502569), Route carried "on" structure: Bypass State highway 330, Year Built: 1983, Status: Open, Structure Length: 16.16m (53.02ft), Average Daily Traffic: 499 (year 2020), Average Future Daily Traffic: 524 (year 2040), Design Load: HS 20, Features Intersected: MISSOURI RIVER, Facility Carried by Structure: MILLEGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.596, 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: 3, Length of Maximum Span: 62.0m (203.4ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S00330000+04061, Location: ULM (Lat: 47.430481, Lng: -111.502569), Route carried "on" structure: Bypass State highway 330, Year Built: 1983, Status: Open, Structure Length: 16.16m (53.02ft), Average Daily Traffic: 499 (year 2020), Average Future Daily Traffic: 524 (year 2040), Design Load: HS 20, Features Intersected: MISSOURI RIVER, Facility Carried by Structure: MILLEGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.596, 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: 3, Length of Maximum Span: 62.0m (203.4ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: September 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: S00330005+00001, Location: 5M SE ULM (Lat: 47.392069, Lng: -111.449250), Route carried "on" structure: Bypass State highway 330, Year Built: 1950, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 209 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 219 (year 2040), Design Load: H 15, Features Intersected: SMITH RIVER, Facility Carried by Structure: MILLEGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S00330005+00001, Location: 5M SE ULM (Lat: 47.392069, Lng: -111.449250), Route carried "on" structure: Bypass State highway 330, Year Built: 1950, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 209 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 219 (year 2040), Design Load: H 15, Features Intersected: SMITH RIVER, Facility Carried by Structure: MILLEGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.553, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00015270+04311, Location: ULM (Lat: 47.433667, Lng: -111.506906), Route carried "under" structure: County highway 7530, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 108 (year 2020), Truck Traffic: 3%, Features Intersected: INT ULM, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: I00015270+04311, Location: ULM (Lat: 47.433667, Lng: -111.506906), Route carried "under" structure: County highway 7530, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 108 (year 2020), Truck Traffic: 3%, Features Intersected: INT ULM, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: I00015270+04312, Location: ULM (Lat: 47.433989, Lng: -111.506908), Route carried "under" structure: County highway 7530, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 108 (year 2020), Truck Traffic: 3%, Features Intersected: INT ULM, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.033, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: I00015270+04312, Location: ULM (Lat: 47.433989, Lng: -111.506908), Route carried "under" structure: County highway 7530, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 108 (year 2020), Truck Traffic: 3%, Features Intersected: INT ULM, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.033, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: I00015274+02691, Location: 3M N ULM (Lat: 47.452111, Lng: -111.429308), Route carried "under" structure: ServiceCounty highway 7608, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP COUNTY ROAD, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.031, 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: I00015274+02691, Location: 3M N ULM (Lat: 47.452111, Lng: -111.429308), Route carried "under" structure: ServiceCounty highway 7608, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP COUNTY ROAD, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 4.26m (13.98ft), Kilometerpoint: 0.031, 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: I00015274+02692, Location: 3M N ULM (Lat: 47.452378, Lng: -111.429447), Route carried "under" structure: ServiceCounty highway 7608, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP COUNTY ROAD, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.063, 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: I00015274+02692, Location: 3M N ULM (Lat: 47.452378, Lng: -111.429447), Route carried "under" structure: ServiceCounty highway 7608, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: SEP COUNTY ROAD, Facility Carried by Structure: I 15
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.063, 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: L07565000+06001, Location: 6M NE CASCADE (Lat: 47.340183, Lng: -111.624381), Route carried "under" structure: Interstate 15, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 420.657, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: L07565000+06001, Location: 6M NE CASCADE (Lat: 47.340183, Lng: -111.624381), Route carried "under" structure: Interstate 15, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 420.657, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: L07565005+08001, Location: 3M SW ULM (Lat: 47.388561, Lng: -111.564922), Route carried "under" structure: Interstate 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 3.64m (11.94ft), Kilometerpoint: 427.663, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: L07565005+08001, Location: 3M SW ULM (Lat: 47.388561, Lng: -111.564922), Route carried "under" structure: Interstate 15, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 4,217 (year 2020), Truck Traffic: 18%, Features Intersected: SEP I 15, Facility Carried by Structure: OLD ULM CASCADE RD
Minimum Vertical Clearance: 3.64m (11.94ft), Kilometerpoint: 427.663, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft)