Bridge Statistics for Ravalli, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 98ft / 29.6mTotal length
- $128,000Total costs
- 64,028Total average daily traffic
- 3,193Total average daily truck traffic
- 67,264Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ravalli
- No street view available for this location
- New bridges - historical statistics
- 11960-1969
- 11970-1979
- 21990-1999
- 92000-2009
- Bridge Condition - Deck
- 50.0%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 16.7%Very good
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 33.3%Good
- 66.7%Satisfactory
- Bridge Condition - Channel
- 60.0%Excellent
- 30.0%Very good
- 10.0%Satisfactory
- Bridge Condition - Culverts
- 85.7%Very good
- 14.3%Good
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Structure Number: L24380000+01001, Location: 2M S RAVALLI (Lat: 47.247067, Lng: -114.170775), Route carried "on" structure: County highway 24319, Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: JOCKO RIVER 054, Facility Carried by Structure: N VALLEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 1, 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: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: L24380000+01001, Location: 2M S RAVALLI (Lat: 47.247067, Lng: -114.170775), Route carried "on" structure: County highway 24319, Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: JOCKO RIVER 054, Facility Carried by Structure: N VALLEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 1, 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: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than 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: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: L24380002+00001, Location: 3M S RAVALLI (Lat: 47.229711, Lng: -114.187175), Route carried "on" structure: County highway 24319, Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: VALLEY CREEK 055, Facility Carried by Structure: N VALLEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $43,000, Total Project Cost: $128,000, Deck Structure Type: Wood or Timber
Structure Number: L24380002+00001, Location: 3M S RAVALLI (Lat: 47.229711, Lng: -114.187175), Route carried "on" structure: County highway 24319, Year Built: 1960, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: VALLEY CREEK 055, Facility Carried by Structure: N VALLEY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 18.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $43,000, Total Project Cost: $128,000, Deck Structure Type: Wood or Timber
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Structure Number: L45248000+01001, Location: 7M SE DIXON (Lat: 47.221450, Lng: -114.216611), Route carried "on" structure: County highway 45307, Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: VALLEY CREEK 015, Facility Carried by Structure: HEWOLF DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: L45248000+01001, Location: 7M SE DIXON (Lat: 47.221450, Lng: -114.216611), Route carried "on" structure: County highway 45307, Year Built: 1991, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: VALLEY CREEK 015, Facility Carried by Structure: HEWOLF DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.110, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: P00005024+02321, Location: S OF RAVALLI (Lat: 47.238297, Lng: -114.161083), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.482, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft)
Condition: Culverts: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: P00005024+02321, Location: S OF RAVALLI (Lat: 47.238297, Lng: -114.161083), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.482, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft)
Condition: Culverts: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: P00005024+07981, Location: S OF RAVALLI (Lat: 47.245028, Lng: -114.168667), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft)
Condition: Culverts: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: P00005024+07981, Location: S OF RAVALLI (Lat: 47.245028, Lng: -114.168667), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UNDERPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft)
Condition: Culverts: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: P00005025+07921, Location: 7.5M N ARLEE (Lat: 47.257500, Lng: -114.168250), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 25 or greater, Features Intersected: JOCKO RIVER SIDE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00005025+07921, Location: 7.5M N ARLEE (Lat: 47.257500, Lng: -114.168250), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 25 or greater, Features Intersected: JOCKO RIVER SIDE CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.995, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: P00005026+04161, Location: 1M S RAVALLI (Lat: 47.265278, Lng: -114.172972), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: P00005026+04161, Location: 1M S RAVALLI (Lat: 47.265278, Lng: -114.172972), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 7,408 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 7,778 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.997, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: P00005028+01081, Location: 1M N RAVALLI (Lat: 47.285417, Lng: -114.178500), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.724, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: P00005028+01081, Location: 1M N RAVALLI (Lat: 47.285417, Lng: -114.178500), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.724, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: P00005028+03711, Location: 1M N RAVALLI (Lat: 47.288306, Lng: -114.174806), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.152, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: P00005028+03711, Location: 1M N RAVALLI (Lat: 47.288306, Lng: -114.174806), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.152, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.3m (53.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Excellent, Culverts: Very good, Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: P00005029+02801, Location: 2M N RAVALLI (Lat: 47.294139, Lng: -114.159250), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: GRADE SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.623, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00005029+02801, Location: 2M N RAVALLI (Lat: 47.294139, Lng: -114.159250), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: GRADE SEPARATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.623, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: P00005030+05371, Location: 2M S ST IGNATIUS (Lat: 47.301861, Lng: -114.135417), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.637, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Excellent, Culverts: Good, Structural Evaluation: Better than 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: June 2021
Structure Number: P00005030+05371, Location: 2M S ST IGNATIUS (Lat: 47.301861, Lng: -114.135417), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.637, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.0m (52.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Excellent, Culverts: Good, Structural Evaluation: Better than 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: June 2021
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Structure Number: P00005030+07281, Location: 2M S ST IGNATIUS (Lat: 47.303472, Lng: -114.132083), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.942, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft)
Condition: Channel: Excellent, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: P00005030+07281, Location: 2M S ST IGNATIUS (Lat: 47.303472, Lng: -114.132083), Route carried "on" structure: US 93, Year Built: 2006, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 6,402 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 6,722 (year 2040), Design Load: HS 20, Features Intersected: WILDLIFE UPASS-DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.942, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft)
Condition: Channel: Excellent, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: P00006115+08931, Location: RAVALLI (Lat: 47.278556, Lng: -114.188928), Route carried "on" structure: State highway 200, Year Built: 1998, Status: Open, Structure Length: 15.04m (49.34ft), Average Daily Traffic: 2,086 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,242 (year 2040), Design Load: HS 20, Features Intersected: JOCKO RIVER-RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.848, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.5 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00006115+08931, Location: RAVALLI (Lat: 47.278556, Lng: -114.188928), Route carried "on" structure: State highway 200, Year Built: 1998, Status: Open, Structure Length: 15.04m (49.34ft), Average Daily Traffic: 2,086 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,242 (year 2040), Design Load: HS 20, Features Intersected: JOCKO RIVER-RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.848, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.3m (115.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 44.5 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing