Bridge Statistics for Huntley, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 272ft / 82.8mTotal length
- $108,000Total costs
- 53,743Total average daily traffic
- 7,897Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Huntley
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 121960-1969
- 21970-1979
- 11980-1989
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 6.3%Very good
- 37.5%Good
- 43.8%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Superstructure
- 6.3%Very good
- 37.5%Good
- 50.0%Satisfactory
- 6.3%Fair
- Bridge Condition - Substructure
- 6.3%Very good
- 31.3%Good
- 37.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 25.0%Fair
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Structure Number: 202004772, Location: 4M NE Huntley (Lat: 45.926861, Lng: -108.237831), Route carried "on" structure: County highway 56231, Year Built: 2020, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: Huntley Main Canal, Facility Carried by Structure: S 8th RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.624, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 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, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 202004772, Location: 4M NE Huntley (Lat: 45.926861, Lng: -108.237831), Route carried "on" structure: County highway 56231, Year Built: 2020, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: Huntley Main Canal, Facility Carried by Structure: S 8th RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.624, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 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, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: I00094006+02071, Location: HUNTLEY (Lat: 45.884369, Lng: -108.308458), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,062 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,878 (year 2040), Design Load: HS 20, Features Intersected: INT HUNTLEY-S 522
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.774, 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: 15.8m (51.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00094006+02071, Location: HUNTLEY (Lat: 45.884369, Lng: -108.308458), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 9,062 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 9,878 (year 2040), Design Load: HS 20, Features Intersected: INT HUNTLEY-S 522
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.774, 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: 15.8m (51.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00094006+02072, Location: HUNTLEY (Lat: 45.884511, Lng: -108.308681), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: INT HUNTLEY-S 522
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.496, 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: 15.8m (51.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00094006+02072, Location: HUNTLEY (Lat: 45.884511, Lng: -108.308681), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: INT HUNTLEY-S 522
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.496, 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: 15.8m (51.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00094006+05321, Location: 0.6M E HUNTLEY (Lat: 45.887036, Lng: -108.303014), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: PRYOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00094006+05321, Location: 0.6M E HUNTLEY (Lat: 45.887036, Lng: -108.303014), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: PRYOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00094006+05322, Location: 0.6M E HUNTLEY (Lat: 45.887233, Lng: -108.303133), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: PRYOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00094006+05322, Location: 0.6M E HUNTLEY (Lat: 45.887233, Lng: -108.303133), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: PRYOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00094010+01951, Location: 3.7M E HUNTLEY (Lat: 45.912681, Lng: -108.237250), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: S 8TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.238, 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00094010+01951, Location: 3.7M E HUNTLEY (Lat: 45.912681, Lng: -108.237250), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: S 8TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.238, 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00094010+01952, Location: 3.7M E HUNTLEY (Lat: 45.912942, Lng: -108.237400), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: S 8TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.973, 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00094010+01952, Location: 3.7M E HUNTLEY (Lat: 45.912942, Lng: -108.237400), Route carried "on" structure: Interstate 94, Year Built: 1967, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 4,877 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 5,316 (year 2040), Design Load: HS 20, Features Intersected: S 8TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.973, 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: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 32.7 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L56003003+09001, Location: 6M NE HUNTLEY (Lat: 45.957244, Lng: -108.251875), Route carried "on" structure: County highway 56003, Year Built: 1962, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: CUSTER COULEE 098, Facility Carried by Structure: W I RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $18,000, Total Project Cost: $54,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L56003003+09001, Location: 6M NE HUNTLEY (Lat: 45.957244, Lng: -108.251875), Route carried "on" structure: County highway 56003, Year Built: 1962, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: CUSTER COULEE 098, Facility Carried by Structure: W I RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $18,000, Total Project Cost: $54,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L56005000+01001, Location: 2M SE HUNTLEY (Lat: 45.870683, Lng: -108.298572), Route carried "on" structure: County highway 56005, Year Built: 1978, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: PRYOR CREEK 004, Facility Carried by Structure: SQUAW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: May 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: L56005000+01001, Location: 2M SE HUNTLEY (Lat: 45.870683, Lng: -108.298572), Route carried "on" structure: County highway 56005, Year Built: 1978, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: PRYOR CREEK 004, Facility Carried by Structure: SQUAW CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.243, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: May 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: L56018000+07001, Location: S HUNTLEY (Lat: 45.895253, Lng: -108.301222), Route carried "on" structure: County highway 56018, Year Built: 1975, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: HUNTLEY MAIN CANAL 104, Facility Carried by Structure: N CANAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.138, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: L56018000+07001, Location: S HUNTLEY (Lat: 45.895253, Lng: -108.301222), Route carried "on" structure: County highway 56018, Year Built: 1975, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: HUNTLEY MAIN CANAL 104, Facility Carried by Structure: N CANAL DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.138, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: L56035000+03001, Location: 1M NE HUNTLEY (Lat: 45.906514, Lng: -108.279703), Route carried "on" structure: County highway 56035, Year Built: 1986, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: HUNTLEY MAIN CANAL 146, Facility Carried by Structure: S 4TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.513, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: L56035000+03001, Location: 1M NE HUNTLEY (Lat: 45.906514, Lng: -108.279703), Route carried "on" structure: County highway 56035, Year Built: 1986, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: HUNTLEY MAIN CANAL 146, Facility Carried by Structure: S 4TH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.513, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: 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: November 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: L56739000+05001, Location: 4M S SHEPHERD (Lat: 45.895056, Lng: -108.342547), Route carried "on" structure: County highway 56739, Year Built: 2005, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWELVE MILE CREEK 091, Facility Carried by Structure: VERMILION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.382, 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: 19.9m (65.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $9,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Precast Panels
Structure Number: L56739000+05001, Location: 4M S SHEPHERD (Lat: 45.895056, Lng: -108.342547), Route carried "on" structure: County highway 56739, Year Built: 2005, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWELVE MILE CREEK 091, Facility Carried by Structure: VERMILION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.382, 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: 19.9m (65.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.23m (4.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $43,000, Roadway Improvement Cost: $9,000, Total Project Cost: $54,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: L56788012+07001, Location: HUNTLEY (Lat: 45.903922, Lng: -108.318553), Route carried "on" structure: ServiceState highway 56788, Year Built: 1949, Status: Open, Structure Length: 31.15m (102.20ft), Average Daily Traffic: 3,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,413 (year 2040), Design Load: HS 20, Features Intersected: YELLOWSTONE RIVER 170, Facility Carried by Structure: OLD HWY 312
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L56788012+07001, Location: HUNTLEY (Lat: 45.903922, Lng: -108.318553), Route carried "on" structure: ServiceState highway 56788, Year Built: 1949, Status: Open, Structure Length: 31.15m (102.20ft), Average Daily Traffic: 3,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,413 (year 2040), Design Load: HS 20, Features Intersected: YELLOWSTONE RIVER 170, Facility Carried by Structure: OLD HWY 312
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 2, Length of Maximum Span: 56.4m (185.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L56788016+01001, Location: 2M E HUNTLEY (Lat: 45.921447, Lng: -108.254806), Route carried "on" structure: ServiceState highway 56788, Year Built: 1928, Year Reconstructed: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,546 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,673 (year 2040), Design Load: H 15, Features Intersected: CUSTER COULEE 171, Facility Carried by Structure: OLD HWY 312
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L56788016+01001, Location: 2M E HUNTLEY (Lat: 45.921447, Lng: -108.254806), Route carried "on" structure: ServiceState highway 56788, Year Built: 1928, Year Reconstructed: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,546 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,673 (year 2040), Design Load: H 15, Features Intersected: CUSTER COULEE 171, Facility Carried by Structure: OLD HWY 312
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: S00522000+02451, Location: 1M S HUNTLEY (Lat: 45.887197, Lng: -108.311508), Route carried "on" structure: State highway 522, Year Built: 2011, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,596 (year 2040), Design Load: HL 93, Features Intersected: PRYOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: S00522000+02451, Location: 1M S HUNTLEY (Lat: 45.887197, Lng: -108.311508), Route carried "on" structure: State highway 522, Year Built: 2011, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,596 (year 2040), Design Load: HL 93, Features Intersected: PRYOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.406, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: S00522000+03681, Location: 1M S HUNTLEY (Lat: 45.888928, Lng: -108.312167), Route carried "on" structure: State highway 522, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,596 (year 2040), Design Load: HS 20, Features Intersected: HUNTLEY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.605, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S00522000+03681, Location: 1M S HUNTLEY (Lat: 45.888928, Lng: -108.312167), Route carried "on" structure: State highway 522, Year Built: 1967, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 3,596 (year 2040), Design Load: HS 20, Features Intersected: HUNTLEY CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.605, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00094006+02071, Location: HUNTLEY (Lat: 45.884369, Lng: -108.308458), Route carried "under" structure: State highway 522, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Features Intersected: INT HUNTLEY-S 522, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: I00094006+02071, Location: HUNTLEY (Lat: 45.884369, Lng: -108.308458), Route carried "under" structure: State highway 522, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Features Intersected: INT HUNTLEY-S 522, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: I00094006+02072, Location: HUNTLEY (Lat: 45.884511, Lng: -108.308681), Route carried "under" structure: State highway 522, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Features Intersected: INT HUNTLEY-S 522, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.025, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
Structure Number: I00094006+02072, Location: HUNTLEY (Lat: 45.884511, Lng: -108.308681), Route carried "under" structure: State highway 522, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 3,425 (year 2020), Truck Traffic: 2%, Features Intersected: INT HUNTLEY-S 522, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.025, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.8m (51.8ft)
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Structure Number: I00094010+01951, Location: 37M E HUNTLEY (Lat: 45.912681, Lng: -108.237250), Route carried "under" structure: ServiceCounty highway 56231, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: S 8TH RD, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 4.00m (13.12ft), Kilometerpoint: 0.038, 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: I00094010+01951, Location: 37M E HUNTLEY (Lat: 45.912681, Lng: -108.237250), Route carried "under" structure: ServiceCounty highway 56231, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: S 8TH RD, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 4.00m (13.12ft), Kilometerpoint: 0.038, 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: I00094010+01952, Location: 37M E HUNTLEY (Lat: 45.912942, Lng: -108.237400), Route carried "under" structure: ServiceCounty highway 56231, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: S 8TH RD, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 4.00m (13.12ft), Kilometerpoint: 0.070, 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: I00094010+01952, Location: 37M E HUNTLEY (Lat: 45.912942, Lng: -108.237400), Route carried "under" structure: ServiceCounty highway 56231, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Features Intersected: S 8TH RD, Facility Carried by Structure: I 94
Minimum Vertical Clearance: 4.00m (13.12ft), Kilometerpoint: 0.070, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft)