Bridge Statistics for Ralston, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 131ft / 40.1mTotal length
- $248,000Total costs
- 40,700Total average daily traffic
- 1,600Total average daily truck traffic
- 56,980Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ralston
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 41970-1979
- 21980-1989
- 32000-2009
- 52010-2019
- Bridge Condition - Deck
- 7.7%Very good
- 30.8%Good
- 53.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 23.1%Very good
- 46.2%Good
- 30.8%Satisfactory
- Bridge Condition - Substructure
- 15.4%Very good
- 38.5%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Channel
- 17.6%Very good
- 23.5%Good
- 58.8%Satisfactory
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Structure Number: CTM, Location: Jct Us 14A - North (Lat: 44.693972, Lng: -108.916117), Route carried "on" structure: State highway 294, Year Built: 1957, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 773 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,082 (year 2041), Design Load: H 20, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: CTM, Location: Jct Us 14A - North (Lat: 44.693972, Lng: -108.916117), Route carried "on" structure: State highway 294, Year Built: 1957, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 773 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,082 (year 2041), Design Load: H 20, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CTN, Location: Jct Us 14A - North (Lat: 44.743717, Lng: -108.932722), Route carried "on" structure: State highway 294, Year Built: 1957, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 773 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,082 (year 2041), Design Load: H 20, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: CTN, Location: Jct Us 14A - North (Lat: 44.743717, Lng: -108.932722), Route carried "on" structure: State highway 294, Year Built: 1957, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 773 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,082 (year 2041), Design Load: H 20, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: EFD, Location: 1.5 Mi. N.E. Of Ralston (Lat: 44.732578, Lng: -108.820694), Route carried "on" structure: County highway R12, Year Built: 1982, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 649 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 909 (year 2041), Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.356, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $30,000, Total Project Cost: $49,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EFD, Location: 1.5 Mi. N.E. Of Ralston (Lat: 44.732578, Lng: -108.820694), Route carried "on" structure: County highway R12, Year Built: 1982, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 649 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 909 (year 2041), Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.356, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.24m (13.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $30,000, Total Project Cost: $49,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: EHB, Location: T55N R100W S18 (Lat: 44.745544, Lng: -108.955531), Route carried "on" structure: County highway R19, Year Built: 1974, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 56 (year 2041), Design Load: HS 20, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Febuary 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $30,000, Total Project Cost: $52,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EHB, Location: T55N R100W S18 (Lat: 44.745544, Lng: -108.955531), Route carried "on" structure: County highway R19, Year Built: 1974, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 40 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 56 (year 2041), Design Load: HS 20, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.843, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Febuary 2020, Bridge Improvement Cost: $21,000, Roadway Improvement Cost: $30,000, Total Project Cost: $52,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: EHD, Location: 2.5 Mi. N.W. Of Ralston (Lat: 44.736828, Lng: -108.912061), Route carried "on" structure: County highway R17, Year Built: 1974, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2041), Design Load: HS 20, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EHD, Location: 2.5 Mi. N.W. Of Ralston (Lat: 44.736828, Lng: -108.912061), Route carried "on" structure: County highway R17, Year Built: 1974, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2041), Design Load: HS 20, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.68m (21.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $30,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EVP, Location: 2.5 Mi. N.E. Of Ralston (Lat: 44.739278, Lng: -108.825697), Route carried "on" structure: County highway L10C, Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $11,000, Roadway Improvement Cost: $30,000, Total Project Cost: $43,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: EVP, Location: 2.5 Mi. N.E. Of Ralston (Lat: 44.739278, Lng: -108.825697), Route carried "on" structure: County highway L10C, Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 490 (year 2041), Design Load: HS 20, Features Intersected: Frannie Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.015, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $11,000, 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: EWC, Location: 0.5 Miles N. Of Ralston (Lat: 44.723067, Lng: -108.867203), Route carried "on" structure: County highway L11C, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 574 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 804 (year 2041), Design Load: HS 20, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EWC, Location: 0.5 Miles N. Of Ralston (Lat: 44.723067, Lng: -108.867203), Route carried "on" structure: County highway L11C, Year Built: 1960, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 574 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 804 (year 2041), Design Load: HS 20, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.845, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $1,000, Total Project Cost: $11,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: FIR, Location: 3 Miles W. Of Willwood (Lat: 44.689928, Lng: -108.810631), Route carried "on" structure: County highway 11HB, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 199 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 279 (year 2041), Design Load: HS 20, Features Intersected: Deer Creek, Facility Carried by Structure: Pa Cnty Rd R11H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.663, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels
Structure Number: FIR, Location: 3 Miles W. Of Willwood (Lat: 44.689928, Lng: -108.810631), Route carried "on" structure: County highway 11HB, Year Built: 1970, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 199 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 279 (year 2041), Design Load: HS 20, Features Intersected: Deer Creek, Facility Carried by Structure: Pa Cnty Rd R11H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.663, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: FKJ, Location: 2 Miles S.W. Of Ralston (Lat: 44.687864, Lng: -108.885239), Route carried "on" structure: County highway L14, Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 419 (year 2041), Design Load: HS 20, Features Intersected: Willwood Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $9,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: FKJ, Location: 2 Miles S.W. Of Ralston (Lat: 44.687864, Lng: -108.885239), Route carried "on" structure: County highway L14, Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 419 (year 2041), Design Load: HS 20, Features Intersected: Willwood Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.545, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $9,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LRB, Location: Cody - Powell (Lat: 44.726700, Lng: -108.840433), Route carried "on" structure: County highway R13, Year Built: 2005, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 156 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 218 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal, Facility Carried by Structure: Pa Cnty Rd 13A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: LRB, Location: Cody - Powell (Lat: 44.726700, Lng: -108.840433), Route carried "on" structure: County highway R13, Year Built: 2005, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 156 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 218 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal, Facility Carried by Structure: Pa Cnty Rd 13A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 161.129, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LSI, Location: Cody - Powell (Lat: 44.721408, Lng: -108.855950), Route carried "on" structure: Alternate US 14, Year Built: 2005, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 7,195 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 10,073 (year 2041), Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.100, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: LSI, Location: Cody - Powell (Lat: 44.721408, Lng: -108.855950), Route carried "on" structure: Alternate US 14, Year Built: 2005, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 7,195 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 10,073 (year 2041), Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.100, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: LSJ, Location: Cody - Powell (Lat: 44.722911, Lng: -108.854747), Route carried "on" structure: Alternate US 14, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,195 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 10,073 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.293, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: LSJ, Location: Cody - Powell (Lat: 44.722911, Lng: -108.854747), Route carried "on" structure: Alternate US 14, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 7,195 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 10,073 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.293, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LUX, Location: Cody - Powell (Lat: 44.672467, Lng: -108.934119), Route carried "on" structure: Alternate US 14A, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,356 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,298 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.733, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: LUX, Location: Cody - Powell (Lat: 44.672467, Lng: -108.934119), Route carried "on" structure: Alternate US 14A, Year Built: 2010, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 7,356 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,298 (year 2041), Design Load: HS 25 or greater, Features Intersected: Garland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.733, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.2m (79.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LXN, Location: Cody - Powell (Lat: 44.639031, Lng: -108.954319), Route carried "on" structure: US 14A, Year Built: 2010, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 7,356 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,298 (year 2041), Features Intersected: Iron Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.590, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.2m (0.7ft)
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: LXN, Location: Cody - Powell (Lat: 44.639031, Lng: -108.954319), Route carried "on" structure: US 14A, Year Built: 2010, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 7,356 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,298 (year 2041), Features Intersected: Iron Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.590, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.2m (0.7ft)
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: LXO, Location: Cody - Powell (Lat: 44.657017, Lng: -108.949350), Route carried "on" structure: US 14A, Year Built: 2010, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 7,356 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,298 (year 2041), Features Intersected: Buck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.628, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: LXO, Location: Cody - Powell (Lat: 44.657017, Lng: -108.949350), Route carried "on" structure: US 14A, Year Built: 2010, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 7,356 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 10,298 (year 2041), Features Intersected: Buck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.628, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
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: MMY, Location: 1.5 Mi N Of Ralston (Lat: 44.730358, Lng: -108.891683), Route carried "on" structure: County highway R16, Year Built: 2011, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2041), Design Load: HL 93, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.013, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 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: 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
Structure Number: MMY, Location: 1.5 Mi N Of Ralston (Lat: 44.730358, Lng: -108.891683), Route carried "on" structure: County highway R16, Year Built: 2011, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 65 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 91 (year 2041), Design Load: HL 93, Features Intersected: Alkali Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.013, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 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: 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
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Structure Number: MWA, Location: 8 Mi Sw Of Willwood (Lat: 44.672078, Lng: -108.909717), Route carried "on" structure: County highway L14B, Year Built: 2016, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 419 (year 2041), Design Load: HL 93, Features Intersected: Shoshone River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MWA, Location: 8 Mi Sw Of Willwood (Lat: 44.672078, Lng: -108.909717), Route carried "on" structure: County highway L14B, Year Built: 2016, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 299 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 419 (year 2041), Design Load: HL 93, Features Intersected: Shoshone River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.260, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing