Bridge Statistics for Lakeview North, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 217ft / 66.3mTotal length
- $1,021,000Total costs
- 42,454Total average daily traffic
- 12,213Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lakeview North
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 111960-1969
- 11970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 7.1%Very good
- 28.6%Good
- 35.7%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 7.1%Very good
- 50.0%Good
- 21.4%Satisfactory
- 21.4%Fair
- Bridge Condition - Channel
- 22.2%Very good
- 22.2%Good
- 44.4%Satisfactory
- 11.1%Fair
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Structure Number: ADT, Location: Wheatland - Dwyer Jct (Lat: 42.081411, Lng: -104.972342), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20+Mod, Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: ADT, Location: Wheatland - Dwyer Jct (Lat: 42.081411, Lng: -104.972342), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20+Mod, Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.875, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: ADU, Location: Wheatland - Dwyer Jct (Lat: 42.081417, Lng: -104.972650), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: ADU, Location: Wheatland - Dwyer Jct (Lat: 42.081417, Lng: -104.972650), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: Machinery Pass
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 53.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $338,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: ADV, Location: Wheatland - Dwyer Jct (Lat: 42.089403, Lng: -104.980775), Route carried "on" structure: County highway 90, Year Built: 1966, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 61 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 85 (year 2041), Design Load: HS 20, Features Intersected: I-25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.422, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: ADV, Location: Wheatland - Dwyer Jct (Lat: 42.089403, Lng: -104.980775), Route carried "on" structure: County highway 90, Year Built: 1966, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 61 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 85 (year 2041), Design Load: HS 20, Features Intersected: I-25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.422, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: ADW, Location: Wheatland - Dwyer Jct (Lat: 42.113969, Lng: -104.990331), Route carried "on" structure: Interstate 25, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.879, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: ADW, Location: Wheatland - Dwyer Jct (Lat: 42.113969, Lng: -104.990331), Route carried "on" structure: Interstate 25, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.879, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.2m (43.3ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $13,000, Total Project Cost: $195,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: ADX, Location: Wheatland - Dwyer Jct (Lat: 42.113961, Lng: -104.990589), Route carried "on" structure: Interstate 25, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: ADX, Location: Wheatland - Dwyer Jct (Lat: 42.113961, Lng: -104.990589), Route carried "on" structure: Interstate 25, Year Built: 1966, Year Reconstructed: 2014, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: ADY, Location: Wheatland - Dwyer Jct (Lat: 42.124661, Lng: -104.993653), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.104, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: ADY, Location: Wheatland - Dwyer Jct (Lat: 42.124661, Lng: -104.993653), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.104, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: ADZ, Location: Wheatland - Dwyer Jct (Lat: 42.124469, Lng: -104.994128), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.105, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: ADZ, Location: Wheatland - Dwyer Jct (Lat: 42.124469, Lng: -104.994128), Route carried "on" structure: Interstate 25, Year Built: 1966, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,958 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,541 (year 2041), Design Load: HS 20+Mod, Features Intersected: Laramie River Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.105, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CNI, Location: Wheatland - Jct Us 26 (Lat: 42.084686, Lng: -104.951622), Route carried "on" structure: State highway 320, Year Built: 1956, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 2,164 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,030 (year 2041), Design Load: HS 20, Features Intersected: Wheatland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: CNI, Location: Wheatland - Jct Us 26 (Lat: 42.084686, Lng: -104.951622), Route carried "on" structure: State highway 320, Year Built: 1956, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 2,164 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,030 (year 2041), Design Load: HS 20, Features Intersected: Wheatland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.941, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CUE, Location: Wheatland - Jct Us 26 (Lat: 42.103100, Lng: -104.947950), Route carried "on" structure: State highway 320, Year Built: 1956, Status: Posted for load, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 853 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,194 (year 2041), Design Load: HS 20, Features Intersected: Wheatland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.9 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: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: CUE, Location: Wheatland - Jct Us 26 (Lat: 42.103100, Lng: -104.947950), Route carried "on" structure: State highway 320, Year Built: 1956, Status: Posted for load, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 853 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,194 (year 2041), Design Load: HS 20, Features Intersected: Wheatland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.9 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: Somewhat better than minimum adequacy, 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 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: EXL, Location: 4 Mi. N. Of Wheatland (Lat: 42.089417, Lng: -104.953783), Route carried "on" structure: County highway 90, Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 61 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 85 (year 2041), Design Load: HS 20, Features Intersected: Wheatland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EXL, Location: 4 Mi. N. Of Wheatland (Lat: 42.089417, Lng: -104.953783), Route carried "on" structure: County highway 90, Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 61 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 85 (year 2041), Design Load: HS 20, Features Intersected: Wheatland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $41,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FEJ, Location: Wheatland-Dwyer Jct. (Lat: 42.119819, Lng: -104.936547), Route carried "on" structure: State highway 320, Year Built: 1987, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 853 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,194 (year 2041), Design Load: HS 20, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: FEJ, Location: Wheatland-Dwyer Jct. (Lat: 42.119819, Lng: -104.936547), Route carried "on" structure: State highway 320, Year Built: 1987, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 853 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,194 (year 2041), Design Load: HS 20, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.267, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FFM, Location: Wheatland-Dwyer Jct. (Lat: 42.135436, Lng: -104.939206), Route carried "on" structure: State highway 320, Year Built: 1986, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 548 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 767 (year 2041), Design Load: HS 20, Features Intersected: North Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.071, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: FFM, Location: Wheatland-Dwyer Jct. (Lat: 42.135436, Lng: -104.939206), Route carried "on" structure: State highway 320, Year Built: 1986, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 548 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 767 (year 2041), Design Load: HS 20, Features Intersected: North Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.071, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FNW, Location: 5 Mi. N. Of Wheatland (Lat: 42.129442, Lng: -104.926706), Route carried "on" structure: County highway 47, Year Built: 1990, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14 (year 2041), Features Intersected: North Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $30,000, Total Project Cost: $63,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: FNW, Location: 5 Mi. N. Of Wheatland (Lat: 42.129442, Lng: -104.926706), Route carried "on" structure: County highway 47, Year Built: 1990, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 10 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 14 (year 2041), Features Intersected: North Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.665, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $30,000, Total Project Cost: $63,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: MBQ, Location: 4 Mi North Of Wheatland (Lat: 42.115136, Lng: -104.986536), Route carried "on" structure: County highway 272, Year Built: 2007, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 147 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 206 (year 2041), Design Load: HS 20, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $46,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MBQ, Location: 4 Mi North Of Wheatland (Lat: 42.115136, Lng: -104.986536), Route carried "on" structure: County highway 272, Year Built: 2007, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 147 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 206 (year 2041), Design Load: HS 20, Features Intersected: Laramie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $46,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ADV, Location: Wheatland - Dwyer Jct (Lat: 42.089403, Lng: -104.980775), Route carried "under" structure: Interstate 25, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Features Intersected: I-25, Facility Carried by Structure: Pl Cnty Rd 90
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 132.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: ADV, Location: Wheatland - Dwyer Jct (Lat: 42.089403, Lng: -104.980775), Route carried "under" structure: Interstate 25, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 3,847 (year 2021), Truck Traffic: 31%, Features Intersected: I-25, Facility Carried by Structure: Pl Cnty Rd 90
Minimum Vertical Clearance: 5.40m (17.72ft), Kilometerpoint: 132.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: ADV, Location: Wheatland - Dwyer Jct (Lat: 42.089403, Lng: -104.980775), Route carried "under" structure: Interstate 25, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 10,468 (year 2021), Truck Traffic: 44%, Features Intersected: I-25, Facility Carried by Structure: Pl Cnty Rd 90
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 132.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: ADV, Location: Wheatland - Dwyer Jct (Lat: 42.089403, Lng: -104.980775), Route carried "under" structure: Interstate 25, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 10,468 (year 2021), Truck Traffic: 44%, Features Intersected: I-25, Facility Carried by Structure: Pl Cnty Rd 90
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 132.010, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: ADY, Location: Wheatland - Dwyer Jct (Lat: 42.124661, Lng: -104.993653), Route carried "under" structure: County highway 47, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Truck Traffic: 15%, Features Intersected: Laramie River Road, Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
Structure Number: ADY, Location: Wheatland - Dwyer Jct (Lat: 42.124661, Lng: -104.993653), Route carried "under" structure: County highway 47, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 10 (year 2021), Truck Traffic: 15%, Features Intersected: Laramie River Road, Facility Carried by Structure: I-25 NBL
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.026, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
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Structure Number: ADZ, Location: Wheatland - Dwyer Jct (Lat: 42.124469, Lng: -104.994128), Route carried "under" structure: Business County highway 44, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 17 (year 2021), Truck Traffic: 6%, Features Intersected: Laramie River Road, Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 0.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)
Structure Number: ADZ, Location: Wheatland - Dwyer Jct (Lat: 42.124469, Lng: -104.994128), Route carried "under" structure: Business County highway 44, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 17 (year 2021), Truck Traffic: 6%, Features Intersected: Laramie River Road, Facility Carried by Structure: I-25 SBL
Minimum Vertical Clearance: 4.38m (14.37ft), Kilometerpoint: 0.019, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 10.7m (35.1ft)