Bridge Statistics for Hardin, Montana (MT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 381ft / 116mTotal length
- $1,608,000Total costs
- 87,262Total average daily traffic
- 17,155Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hardin
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 11960-1969
- 151970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- 22020-2022
- Bridge Condition - Deck
- 11.1%Very good
- 27.8%Good
- 61.1%Satisfactory
- Bridge Condition - Superstructure
- 11.1%Very good
- 61.1%Good
- 22.2%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 50.0%Good
- 27.8%Satisfactory
- 5.6%Poor
- 5.6%Serious
- Bridge Condition - Channel
- 26.7%Very good
- 40.0%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 25.0%Satisfactory
- 50.0%Fair
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Structure Number: 202102259, Location: 1M SW Hardin (Lat: 45.714619, Lng: -107.638081), Route carried "on" structure: County highway 2307, Year Built: 2021, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: Two Leggin's Canal, Facility Carried by Structure: Rail RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 202102259, Location: 1M SW Hardin (Lat: 45.714619, Lng: -107.638081), Route carried "on" structure: County highway 2307, Year Built: 2021, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: Two Leggin's Canal, Facility Carried by Structure: Rail RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.921, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 202106632, Location: 1M S Hardin (Lat: 45.703881, Lng: -107.621931), Route carried "on" structure: State highway 313, Year Built: 2021, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 989 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,038 (year 2040), Design Load: HL 93, Features Intersected: Williams Coulee
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
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: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 202106632, Location: 1M S Hardin (Lat: 45.703881, Lng: -107.621931), Route carried "on" structure: State highway 313, Year Built: 2021, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 989 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,038 (year 2040), Design Load: HL 93, Features Intersected: Williams Coulee
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.316, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.8m (35.4ft)
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: 35.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: I00090496+06251, Location: HARDIN (Lat: 45.746586, Lng: -107.599139), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 8,413 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 8,834 (year 2040), Design Load: HS 20, Features Intersected: RR (NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 795.626, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090496+06251, Location: HARDIN (Lat: 45.746586, Lng: -107.599139), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 8,413 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 8,834 (year 2040), Design Load: HS 20, Features Intersected: RR (NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 795.626, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090496+06252, Location: HARDIN (Lat: 45.746864, Lng: -107.599342), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 8,413 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 8,834 (year 2040), Design Load: HS 20, Features Intersected: RR (NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 795.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090496+06252, Location: HARDIN (Lat: 45.746864, Lng: -107.599342), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 8,413 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 8,834 (year 2040), Design Load: HS 20, Features Intersected: RR (NOT IN USE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 795.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090498+01011, Location: HARDIN (Lat: 45.736897, Lng: -107.573725), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 18.09m (59.35ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: BIGHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 797.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090498+01011, Location: HARDIN (Lat: 45.736897, Lng: -107.573725), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 18.09m (59.35ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: BIGHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 797.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090498+01012, Location: HARDIN (Lat: 45.736972, Lng: -107.573311), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 18.09m (59.35ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: BIGHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 798.357, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090498+01012, Location: HARDIN (Lat: 45.736972, Lng: -107.573311), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 18.09m (59.35ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: BIGHORN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 798.357, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 59.7m (195.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090498+04621, Location: 3.1M S HARDIN (Lat: 45.733558, Lng: -107.567800), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 798.548, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $139,000, Total Project Cost: $417,000
Structure Number: I00090498+04621, Location: 3.1M S HARDIN (Lat: 45.733558, Lng: -107.567800), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: IRRIGATION CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 798.548, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $139,000, Total Project Cost: $417,000
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Structure Number: I00090498+07331, Location: 1.2M E HARDIN (Lat: 45.730864, Lng: -107.563314), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: SARPY ROAD-S 384
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 799.007, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090498+07331, Location: 1.2M E HARDIN (Lat: 45.730864, Lng: -107.563314), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: SARPY ROAD-S 384
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 799.007, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090498+07332, Location: 1.2M E HARDIN (Lat: 45.731031, Lng: -107.563078), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: SARPY ROAD-S 384
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 799.391, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: I00090498+07332, Location: 1.2M E HARDIN (Lat: 45.731031, Lng: -107.563078), Route carried "on" structure: Interstate 90, Year Built: 1971, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 8,213 (year 2040), Design Load: HS 20, Features Intersected: SARPY ROAD-S 384
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 799.391, 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L02004001+02001, Location: 4M NW HARDIN (Lat: 45.782914, Lng: -107.636350), Route carried "on" structure: County highway 2004, Year Built: 1993, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 014, Facility Carried by Structure: PINE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L02004001+02001, Location: 4M NW HARDIN (Lat: 45.782914, Lng: -107.636350), Route carried "on" structure: County highway 2004, Year Built: 1993, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 014, Facility Carried by Structure: PINE RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.917, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L02007001+00001, Location: 3M NW HARDIN (Lat: 45.768158, Lng: -107.634717), Route carried "on" structure: County highway 2007, Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 049, Facility Carried by Structure: W BOEHS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.749, 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: L02007001+00001, Location: 3M NW HARDIN (Lat: 45.768158, Lng: -107.634717), Route carried "on" structure: County highway 2007, Year Built: 1996, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 049, Facility Carried by Structure: W BOEHS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.749, 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: 8.5m (27.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L02245002+00001, Location: 3M NW HARDIN (Lat: 45.746175, Lng: -107.682833), Route carried "on" structure: ServiceCounty highway 2245, Year Built: 1971, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 15, Features Intersected: SEP I 90 00, Facility Carried by Structure: N TORSKE OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.017, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: L02245002+00001, Location: 3M NW HARDIN (Lat: 45.746175, Lng: -107.682833), Route carried "on" structure: ServiceCounty highway 2245, Year Built: 1971, Status: Open, Structure Length: 9.26m (30.38ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 15, Features Intersected: SEP I 90 00, Facility Carried by Structure: N TORSKE OVERPASS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.017, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L02305000+07001, Location: 1M W HARDIN (Lat: 45.738592, Lng: -107.637256), Route carried "on" structure: County highway 2305, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 41 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 43 (year 2040), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 047, Facility Carried by Structure: VANZANDT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.431, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L02305000+07001, Location: 1M W HARDIN (Lat: 45.738592, Lng: -107.637256), Route carried "on" structure: County highway 2305, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 41 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 43 (year 2040), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 047, Facility Carried by Structure: VANZANDT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.431, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: L02306000+06001, Location: 1M W HARDIN (Lat: 45.723906, Lng: -107.643608), Route carried "on" structure: County highway 2306, Year Built: 2014, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 048, Facility Carried by Structure: PERITSA CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: L02306000+06001, Location: 1M W HARDIN (Lat: 45.723906, Lng: -107.643608), Route carried "on" structure: County highway 2306, Year Built: 2014, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Design Load: HS 20, Features Intersected: TWO LEGGIN`S CANAL 048, Facility Carried by Structure: PERITSA CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.386, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: L02309001+04001, Location: 3M SW HARDIN (Lat: 45.694406, Lng: -107.647633), Route carried "on" structure: County highway 2309, Year Built: 1940, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: TWO LEGGIN`S CANAL 015, Facility Carried by Structure: RANDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.006, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Very good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: L02309001+04001, Location: 3M SW HARDIN (Lat: 45.694406, Lng: -107.647633), Route carried "on" structure: County highway 2309, Year Built: 1940, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2037), Features Intersected: TWO LEGGIN`S CANAL 015, Facility Carried by Structure: RANDALL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.006, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Very good, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2021, Other Special Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: L02313021+06001, Location: 1M W HARDIN (Lat: 45.731183, Lng: -107.640100), Route carried "on" structure: ServiceState highway 81016, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 509 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 575 (year 2040), Design Load: H 15, Features Intersected: TWO LEGGIN'S CANAL 0, Facility Carried by Structure: OLD HWY 87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $25,000, Total Project Cost: $75,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: L02313021+06001, Location: 1M W HARDIN (Lat: 45.731183, Lng: -107.640100), Route carried "on" structure: ServiceState highway 81016, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 509 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 575 (year 2040), Design Load: H 15, Features Intersected: TWO LEGGIN'S CANAL 0, Facility Carried by Structure: OLD HWY 87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.602, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $25,000, Total Project Cost: $75,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P00048000+00001, Location: HARDIN-3RD ST E (Lat: 45.741519, Lng: -107.581322), Route carried "on" structure: State highway 47, Year Built: 1971, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,208 (year 2040), Design Load: HS 20, Features Intersected: INT E HARDIN I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P00048000+00001, Location: HARDIN-3RD ST E (Lat: 45.741519, Lng: -107.581322), Route carried "on" structure: State highway 47, Year Built: 1971, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 2,103 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,208 (year 2040), Design Load: HS 20, Features Intersected: INT E HARDIN I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00048001+00601, Location: HARDIN-N CRAWFORD AVE (Lat: 45.746564, Lng: -107.612614), Route carried "on" structure: State highway 47, Year Built: 1970, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 1,131 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,188 (year 2040), Design Load: HS 20, Features Intersected: INT W HARDIN I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.317, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P00048001+00601, Location: HARDIN-N CRAWFORD AVE (Lat: 45.746564, Lng: -107.612614), Route carried "on" structure: State highway 47, Year Built: 1970, Status: Open, Structure Length: 8.68m (28.48ft), Average Daily Traffic: 1,131 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,188 (year 2040), Design Load: HS 20, Features Intersected: INT W HARDIN I 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.317, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, 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: 4, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P00048005+04501, Location: 5M N HARDIN (Lat: 45.809856, Lng: -107.611800), Route carried "on" structure: State highway 47, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 623 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 654 (year 2040), Design Load: HS 20, Features Intersected: LOW LINE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: P00048005+04501, Location: 5M N HARDIN (Lat: 45.809856, Lng: -107.611800), Route carried "on" structure: State highway 47, Year Built: 1989, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 623 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 654 (year 2040), Design Load: HS 20, Features Intersected: LOW LINE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.413, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: S00313006+02721, Location: 5M S HARDIN (Lat: 45.665681, Lng: -107.644692), Route carried "on" structure: State highway 313, Year Built: 1989, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 989 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,038 (year 2040), Design Load: HS 20, Features Intersected: TWO LEGGIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: S00313006+02721, Location: 5M S HARDIN (Lat: 45.665681, Lng: -107.644692), Route carried "on" structure: State highway 313, Year Built: 1989, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 989 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,038 (year 2040), Design Load: HS 20, Features Intersected: TWO LEGGIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: S00384000+05101, Location: 1M E HARDIN (Lat: 45.736756, Lng: -107.574283), Route carried "on" structure: State highway 384, Year Built: 2007, Status: Open, Structure Length: 18.00m (59.06ft), Average Daily Traffic: 1,338 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,405 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIGHORN RIVER, Facility Carried by Structure: I 90 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.94m (75.26ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $893,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,116,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: S00384000+05101, Location: 1M E HARDIN (Lat: 45.736756, Lng: -107.574283), Route carried "on" structure: State highway 384, Year Built: 2007, Status: Open, Structure Length: 18.00m (59.06ft), Average Daily Traffic: 1,338 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,405 (year 2040), Design Load: HS 20+Mod, Features Intersected: BIGHORN RIVER, Facility Carried by Structure: I 90 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.810, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 3.0m (9.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.94m (75.26ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $893,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,116,000, 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: S00384001+06281, Location: 3M E HARDIN (Lat: 45.735556, Lng: -107.557461), Route carried "on" structure: State highway 384, Year Built: 1962, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 419 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2040), Design Load: HS 15, Features Intersected: LITTLE BIGHORN RIVER, Facility Carried by Structure: SARPY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: S00384001+06281, Location: 3M E HARDIN (Lat: 45.735556, Lng: -107.557461), Route carried "on" structure: State highway 384, Year Built: 1962, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 419 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 440 (year 2040), Design Load: HS 15, Features Intersected: LITTLE BIGHORN RIVER, Facility Carried by Structure: SARPY CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.606, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 23.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: I00090498+07331, Location: 12M E HARDIN (Lat: 45.730864, Lng: -107.563314), Route carried "under" structure: State highway 384, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 419 (year 2020), Truck Traffic: 1%, Features Intersected: SARPY ROAD-S 384, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.917, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: I00090498+07331, Location: 12M E HARDIN (Lat: 45.730864, Lng: -107.563314), Route carried "under" structure: State highway 384, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 419 (year 2020), Truck Traffic: 1%, Features Intersected: SARPY ROAD-S 384, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.917, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: I00090498+07332, Location: 12M E HARDIN (Lat: 45.731031, Lng: -107.563078), Route carried "under" structure: State highway 384, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 419 (year 2020), Truck Traffic: 1%, Features Intersected: SARPY ROAD-S 384, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.943, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: I00090498+07332, Location: 12M E HARDIN (Lat: 45.731031, Lng: -107.563078), Route carried "under" structure: State highway 384, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 419 (year 2020), Truck Traffic: 1%, Features Intersected: SARPY ROAD-S 384, Facility Carried by Structure: IRR - I 90
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 1.943, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.3m (46.9ft)
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Structure Number: L02245002+00001, Location: 3M NW HARDIN (Lat: 45.746175, Lng: -107.682833), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 6,962 (year 2020), Truck Traffic: 22%, Features Intersected: SEP I 90 00, Facility Carried by Structure: N TORSKE OVERPASS
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 789.114, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: L02245002+00001, Location: 3M NW HARDIN (Lat: 45.746175, Lng: -107.682833), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 6,962 (year 2020), Truck Traffic: 22%, Features Intersected: SEP I 90 00, Facility Carried by Structure: N TORSKE OVERPASS
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 789.114, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
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Structure Number: P00048000+00001, Location: HARDIN-3RD ST E (Lat: 45.741519, Lng: -107.581322), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Features Intersected: INT E HARDIN I 90, Facility Carried by Structure: IRR-S 47-3RD ST E
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 797.170, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
Structure Number: P00048000+00001, Location: HARDIN-3RD ST E (Lat: 45.741519, Lng: -107.581322), Route carried "under" structure: Interstate 90, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 7,822 (year 2020), Truck Traffic: 22%, Features Intersected: INT E HARDIN I 90, Facility Carried by Structure: IRR-S 47-3RD ST E
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 797.170, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.6m (84.0ft)
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Structure Number: P00048001+00601, Location: HARDIN-N CRAWFORD AVE (Lat: 45.746564, Lng: -107.612614), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 6,962 (year 2020), Truck Traffic: 22%, Features Intersected: INT W HARDIN I 90, Facility Carried by Structure: IRR-S 47
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 794.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: P00048001+00601, Location: HARDIN-N CRAWFORD AVE (Lat: 45.746564, Lng: -107.612614), Route carried "under" structure: Interstate 90, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 6,962 (year 2020), Truck Traffic: 22%, Features Intersected: INT W HARDIN I 90, Facility Carried by Structure: IRR-S 47
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 794.609, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)