Bridge Statistics for Burns, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 118ft / 36.3mTotal length
- $39,000Total costs
- 49,776Total average daily traffic
- 23,690Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Burns
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 101960-1969
- 11970-1979
- 21990-1999
- 12010-2019
- Bridge Condition - Deck
- 28.6%Good
- 57.1%Satisfactory
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Poor
- Bridge Condition - Substructure
- 57.1%Good
- 42.9%Satisfactory
- Bridge Condition - Channel
- 9.1%Excellent
- 18.2%Very good
- 9.1%Good
- 54.5%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Fair
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Structure Number: AZV, Location: Cheyenne - Pine Bluffs (Lat: 41.157492, Lng: -104.407719), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: CR146-1/Thunder Basin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 616.657, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: AZV, Location: Cheyenne - Pine Bluffs (Lat: 41.157492, Lng: -104.407719), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: CR146-1/Thunder Basin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 616.657, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AZW, Location: Cheyenne - Pine Bluffs (Lat: 41.157931, Lng: -104.407714), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: CR146-1/Thunder Basin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 616.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), 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: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: AZW, Location: Cheyenne - Pine Bluffs (Lat: 41.157931, Lng: -104.407714), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: CR146-1/Thunder Basin Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 616.392, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), 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: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: AZX, Location: Cheyenne - Pine Bluffs (Lat: 41.157342, Lng: -104.359967), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 620.666, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: AZX, Location: Cheyenne - Pine Bluffs (Lat: 41.157342, Lng: -104.359967), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 620.666, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: AZY, Location: Cheyenne - Pine Bluffs (Lat: 41.157761, Lng: -104.360286), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 620.375, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: AZY, Location: Cheyenne - Pine Bluffs (Lat: 41.157761, Lng: -104.360286), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 620.375, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 18.5m (60.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: AZZ, Location: Cheyenne - Pine Bluffs (Lat: 41.157372, Lng: -104.349697), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: WYO 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 621.529, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: AZZ, Location: Cheyenne - Pine Bluffs (Lat: 41.157372, Lng: -104.349697), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 47%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: WYO 214
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 621.529, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: BAA, Location: Cheyenne - Pine Bluffs (Lat: 41.157797, Lng: -104.349700), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: WYO 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 621.263, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: BAA, Location: Cheyenne - Pine Bluffs (Lat: 41.157797, Lng: -104.349700), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 3.33m (10.93ft), Average Daily Traffic: 5,790 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 8,106 (year 2041), Design Load: HS 20+Mod, Features Intersected: WYO 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 621.263, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: BAB, Location: Cheyenne - Pine Bluffs (Lat: 41.158694, Lng: -104.317500), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,278 (year 2021), Truck Traffic: 97%, Average Future Daily Traffic: 7,389 (year 2041), Design Load: HS 20+Mod, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 624.242, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: BAB, Location: Cheyenne - Pine Bluffs (Lat: 41.158694, Lng: -104.317500), Route carried "on" structure: Interstate 80, Year Built: 1965, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,278 (year 2021), Truck Traffic: 97%, Average Future Daily Traffic: 7,389 (year 2041), Design Load: HS 20+Mod, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 624.242, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal 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: BJT, Location: Cheyenne - Pine Bluffs (Lat: 41.158183, Lng: -104.360544), Route carried "on" structure: ServiceOther road , Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,213 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,698 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Draw, Facility Carried by Structure: I-80 Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.824, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: BJT, Location: Cheyenne - Pine Bluffs (Lat: 41.158183, Lng: -104.360544), Route carried "on" structure: ServiceOther road , Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,213 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,698 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Draw, Facility Carried by Structure: I-80 Service Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.824, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: CRM, Location: Jct I-80 - Carpenter (Lat: 41.126811, Lng: -104.349794), Route carried "on" structure: State highway 214, Year Built: 1950, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 1,683 (year 2041), Design Load: H 15, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: CRM, Location: Jct I-80 - Carpenter (Lat: 41.126811, Lng: -104.349794), Route carried "on" structure: State highway 214, Year Built: 1950, Status: Posted for load, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 1,683 (year 2041), Design Load: H 15, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.417, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: DOT, Location: 3 Mi N Of Burns (Lat: 41.223692, Lng: -104.349278), Route carried "on" structure: State highway 213, Year Built: 1955, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 528 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 739 (year 2041), Design Load: H 20, Features Intersected: Lodgepole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: DOT, Location: 3 Mi N Of Burns (Lat: 41.223692, Lng: -104.349278), Route carried "on" structure: State highway 213, Year Built: 1955, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 528 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 739 (year 2041), Design Load: H 20, Features Intersected: Lodgepole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.340, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: DOU, Location: 4 Miles N.W. Of Burns (Lat: 41.231753, Lng: -104.368944), Route carried "on" structure: County highway 148-4, Year Built: 1973, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 168 (year 2041), Design Load: HS 20, Features Intersected: Lodgepole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.630, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels
Structure Number: DOU, Location: 4 Miles N.W. Of Burns (Lat: 41.231753, Lng: -104.368944), Route carried "on" structure: County highway 148-4, Year Built: 1973, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 120 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 168 (year 2041), Design Load: HS 20, Features Intersected: Lodgepole Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.630, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: IJF, Location: I80 - Carpenter (Lat: 41.154469, Lng: -104.349467), Route carried "on" structure: State highway 214, Year Built: 1950, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 1,683 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.346, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020
Structure Number: IJF, Location: I80 - Carpenter (Lat: 41.154469, Lng: -104.349467), Route carried "on" structure: State highway 214, Year Built: 1950, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Average Future Daily Traffic: 1,683 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.346, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: May 2020
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Structure Number: LAU, Location: Burns Road (Lat: 41.171744, Lng: -104.359164), Route carried "on" structure: County highway 1102, Year Built: 1999, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: HS 20, Features Intersected: North Fork Muddy Creek, Facility Carried by Structure: WYO 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.5 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: 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: December 2021
Structure Number: LAU, Location: Burns Road (Lat: 41.171744, Lng: -104.359164), Route carried "on" structure: County highway 1102, Year Built: 1999, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: HS 20, Features Intersected: North Fork Muddy Creek, Facility Carried by Structure: WYO 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 54.5 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: 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: December 2021
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Structure Number: LAV, Location: Burns Road (Lat: 41.179336, Lng: -104.359053), Route carried "on" structure: County highway 1102, Year Built: 1999, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Draw, Facility Carried by Structure: WYO 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: LAV, Location: Burns Road (Lat: 41.179336, Lng: -104.359053), Route carried "on" structure: County highway 1102, Year Built: 1999, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 1,680 (year 2041), Design Load: HS 20, Features Intersected: Unnamed Draw, Facility Carried by Structure: WYO 213
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 54.5 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: MDM, Location: I-80 - Burns South Road (Lat: 41.194308, Lng: -104.349300), Route carried "on" structure: State highway 213, Year Built: 2012, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 965 (year 2041), Design Load: HL 93, Features Intersected: UPRR . Childs Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: MDM, Location: I-80 - Burns South Road (Lat: 41.194308, Lng: -104.349300), Route carried "on" structure: State highway 213, Year Built: 2012, Status: Open, Structure Length: 13.11m (43.01ft), Average Daily Traffic: 689 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 965 (year 2041), Design Load: HL 93, Features Intersected: UPRR . Childs Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.078, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: AZZ, Location: Cheyenne - Pine Bluffs (Lat: 41.157372, Lng: -104.349697), Route carried "under" structure: State highway 213, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Features Intersected: WYO 214, Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: AZZ, Location: Cheyenne - Pine Bluffs (Lat: 41.157372, Lng: -104.349697), Route carried "under" structure: State highway 213, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Features Intersected: WYO 214, Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
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Structure Number: BAA, Location: Cheyenne - Pine Bluffs (Lat: 41.157797, Lng: -104.349700), Route carried "under" structure: State highway 213, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Features Intersected: WYO 213, Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)
Structure Number: BAA, Location: Cheyenne - Pine Bluffs (Lat: 41.157797, Lng: -104.349700), Route carried "under" structure: State highway 213, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 1,202 (year 2021), Truck Traffic: 36%, Features Intersected: WYO 213, Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.4m (44.0ft)