Bridge Statistics for Powell, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 82ft / 24.9mTotal length
- $330,000Total costs
- 10,626Total average daily traffic
- 724Total average daily truck traffic
- 14,875Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Powell
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 41960-1969
- 41970-1979
- 21980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 27.3%Good
- 63.6%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 45.5%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 81.8%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 7.1%Very good
- 35.7%Good
- 50.0%Satisfactory
- 7.1%Poor
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: CTQ, Location: Jct Wyo 32 - Powell (Lat: 44.708117, Lng: -108.759894), Route carried "on" structure: State highway 295, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 1,656 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,318 (year 2041), Design Load: HS 20, Features Intersected: Shoshone River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: CTQ, Location: Jct Wyo 32 - Powell (Lat: 44.708117, Lng: -108.759894), Route carried "on" structure: State highway 295, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 1,656 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,318 (year 2041), Design Load: HS 20, Features Intersected: Shoshone River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.319, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CTR, Location: Powell (Lat: 44.751147, Lng: -108.757589), Route carried "on" structure: State highway 295, Year Built: 1949, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,236 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,130 (year 2041), Design Load: HS 15, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $20,000, Total Project Cost: $46,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: CTR, Location: Powell (Lat: 44.751147, Lng: -108.757589), Route carried "on" structure: State highway 295, Year Built: 1949, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,236 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,130 (year 2041), Design Load: HS 15, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.202, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.6 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $20,000, Total Project Cost: $46,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: EHI, Location: 3 Miles N.E. Of Powell (Lat: 44.782578, Lng: -108.707053), Route carried "on" structure: County highway L7, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: Bitter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $30,000, Total Project Cost: $40,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EHI, Location: 3 Miles N.E. Of Powell (Lat: 44.782578, Lng: -108.707053), Route carried "on" structure: County highway L7, Year Built: 1966, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: Bitter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Poor, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.82m (19.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $30,000, Total Project Cost: $40,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EHJ, Location: 3 Miles N.E. Of Powell (Lat: 44.787631, Lng: -108.719283), Route carried "on" structure: County highway R7, Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 44 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 62 (year 2041), Design Load: HS 20, Features Intersected: Bitter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.683, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $30,000, Total Project Cost: $48,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EHJ, Location: 3 Miles N.E. Of Powell (Lat: 44.787631, Lng: -108.719283), Route carried "on" structure: County highway R7, Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 44 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 62 (year 2041), Design Load: HS 20, Features Intersected: Bitter Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.683, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.67m (18.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $30,000, Total Project Cost: $48,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EOV, Location: Powell-Elk Basin (Lat: 44.831533, Lng: -108.759953), Route carried "on" structure: State highway 259, Year Built: 1983, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 177 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 248 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal, Facility Carried by Structure: WYO 295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.300, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 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: 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: EOV, Location: Powell-Elk Basin (Lat: 44.831533, Lng: -108.759953), Route carried "on" structure: State highway 259, Year Built: 1983, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 177 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 248 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal, Facility Carried by Structure: WYO 295
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.300, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 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: 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: EVT, Location: 3 Miles N.W. Of Powell (Lat: 44.768292, Lng: -108.815736), Route carried "on" structure: County highway L8, Year Built: 1970, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 128 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 179 (year 2041), Design Load: HS 15, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EVT, Location: 3 Miles N.W. Of Powell (Lat: 44.768292, Lng: -108.815736), Route carried "on" structure: County highway L8, Year Built: 1970, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 128 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 179 (year 2041), Design Load: HS 15, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EVV, Location: 3.5 Miles N.W. Of Powell (Lat: 44.782672, Lng: -108.811733), Route carried "on" structure: County highway L7, Year Built: 1968, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 15, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.238, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $45,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EVV, Location: 3.5 Miles N.W. Of Powell (Lat: 44.782672, Lng: -108.811733), Route carried "on" structure: County highway L7, Year Built: 1968, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 15, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.238, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $45,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: EVW, Location: 4 Miles N.W. Of Powell (Lat: 44.797139, Lng: -108.804900), Route carried "on" structure: County highway L6, Year Built: 1972, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $46,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EVW, Location: 4 Miles N.W. Of Powell (Lat: 44.797139, Lng: -108.804900), Route carried "on" structure: County highway L6, Year Built: 1972, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.391, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $46,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: EVX, Location: 5 Miles N.N.W. Of Powell (Lat: 44.811639, Lng: -108.800053), Route carried "on" structure: County highway L5, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.810, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $30,000, Total Project Cost: $43,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EVX, Location: 5 Miles N.N.W. Of Powell (Lat: 44.811639, Lng: -108.800053), Route carried "on" structure: County highway L5, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 175 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.810, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $30,000, Total Project Cost: $43,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: EVY, Location: 5.5 Mi. N. Of Powell (Lat: 44.826908, Lng: -108.780233), Route carried "on" structure: County highway R10, Year Built: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 978 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 1,369 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.912, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $41,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EVY, Location: 5.5 Mi. N. Of Powell (Lat: 44.826908, Lng: -108.780233), Route carried "on" structure: County highway R10, Year Built: 1972, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 978 (year 2021), Truck Traffic: 22%, Average Future Daily Traffic: 1,369 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.912, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.04m (19.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $41,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: FKB, Location: Powell-Woodwood Road (Lat: 44.695722, Lng: -108.750492), Route carried "on" structure: State highway 295, Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,123 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,572 (year 2041), Design Load: HS 20, Features Intersected: Willwood Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, 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: 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: July 2021
Structure Number: FKB, Location: Powell-Woodwood Road (Lat: 44.695722, Lng: -108.750492), Route carried "on" structure: State highway 295, Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,123 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,572 (year 2041), Design Load: HS 20, Features Intersected: Willwood Draw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.229, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.6m (8.5ft)
Condition: Channel: Good, Culverts: Good, 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: 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: July 2021
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Structure Number: KUG, Location: 1 Mile West Of Powell (Lat: 44.744494, Lng: -108.780108), Route carried "on" structure: County highway R10, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 430 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 602 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.069, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $10,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: KUG, Location: 1 Mile West Of Powell (Lat: 44.744494, Lng: -108.780108), Route carried "on" structure: County highway R10, Year Built: 1990, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 430 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 602 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.069, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $10,000, Total Project Cost: $21,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LTE, Location: 3 Miles West Of Powell (Lat: 44.753783, Lng: -108.821858), Route carried "on" structure: County highway l9, Year Built: 2004, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,828 (year 2041), Design Load: HS 25 or greater, Features Intersected: Frannie Canal, Facility Carried by Structure: Pa Cnty Rd L9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.511, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: LTE, Location: 3 Miles West Of Powell (Lat: 44.753783, Lng: -108.821858), Route carried "on" structure: County highway l9, Year Built: 2004, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,306 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,828 (year 2041), Design Load: HS 25 or greater, Features Intersected: Frannie Canal, Facility Carried by Structure: Pa Cnty Rd L9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.511, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LZK, Location: Truck Bypass/Garland Cana (Lat: 44.756375, Lng: -108.739633), Route carried "on" structure: County highway R8, Year Built: 2009, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 2,048 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,867 (year 2041), Design Load: HL 93, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.736, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: LZK, Location: Truck Bypass/Garland Cana (Lat: 44.756375, Lng: -108.739633), Route carried "on" structure: County highway R8, Year Built: 2009, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 2,048 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,867 (year 2041), Design Load: HL 93, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.736, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.3m (63.3ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021