Bridge Statistics for Pinedale, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 66ft / 20.3mTotal length
- $166,000Total costs
- 26,770Total average daily traffic
- 2,540Total average daily truck traffic
- 37,478Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pinedale
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 21980-1989
- 51990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 87.5%Good
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 8.3%Very good
- 25.0%Good
- 58.3%Satisfactory
- 8.3%Fair
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Structure Number: BRP, Location: Pinedale (Lat: 42.866619, Lng: -109.867889), Route carried "on" structure: US 191, Year Built: 1962, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 9,966 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 13,952 (year 2041), Design Load: HS 20, Features Intersected: Pine Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.817, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: BRP, Location: Pinedale (Lat: 42.866619, Lng: -109.867889), Route carried "on" structure: US 191, Year Built: 1962, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 9,966 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 13,952 (year 2041), Design Load: HS 20, Features Intersected: Pine Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.817, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 26.4m (86.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EMV, Location: 4.5 Mi. N.W. Of Pinedale (Lat: 42.895964, Lng: -109.914689), Route carried "on" structure: County highway 144, Year Built: 1963, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,208 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,691 (year 2041), Design Load: HS 20, Features Intersected: New Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, 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, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $30,000, Total Project Cost: $36,000
Structure Number: EMV, Location: 4.5 Mi. N.W. Of Pinedale (Lat: 42.895964, Lng: -109.914689), Route carried "on" structure: County highway 144, Year Built: 1963, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,208 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,691 (year 2041), Design Load: HS 20, Features Intersected: New Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.646, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, 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, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $30,000, Total Project Cost: $36,000
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Structure Number: EMY, Location: 4 Mi. N.W. Of Pinedale (Lat: 42.895961, Lng: -109.906669), Route carried "on" structure: County highway 144, Year Built: 1963, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,208 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,691 (year 2041), Design Load: HS 20, Features Intersected: Willow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $30,000, Total Project Cost: $38,000
Structure Number: EMY, Location: 4 Mi. N.W. Of Pinedale (Lat: 42.895961, Lng: -109.906669), Route carried "on" structure: County highway 144, Year Built: 1963, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,208 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,691 (year 2041), Design Load: HS 20, Features Intersected: Willow Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.991, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $30,000, Total Project Cost: $38,000
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Structure Number: FHH, Location: 0.5 Miles S. Of Pinedale (Lat: 42.860394, Lng: -109.861161), Route carried "on" structure: County highway 123, Year Built: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 829 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,161 (year 2041), Design Load: HS 20, Features Intersected: Pine Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.569, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: FHH, Location: 0.5 Miles S. Of Pinedale (Lat: 42.860394, Lng: -109.861161), Route carried "on" structure: County highway 123, Year Built: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 829 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,161 (year 2041), Design Load: HS 20, Features Intersected: Pine Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.569, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: FHI, Location: 1 Mi. South Of Pinedale (Lat: 42.857375, Lng: -109.861144), Route carried "on" structure: County highway 123, Year Built: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 829 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,161 (year 2041), Design Load: HS 20, Features Intersected: Pine Creek Overflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: FHI, Location: 1 Mi. South Of Pinedale (Lat: 42.857375, Lng: -109.861144), Route carried "on" structure: County highway 123, Year Built: 1988, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 829 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,161 (year 2041), Design Load: HS 20, Features Intersected: Pine Creek Overflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.905, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 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, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $5,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: JBD, Location: Pinedale-Daniel Jct (Lat: 42.866719, Lng: -109.921150), Route carried "on" structure: US 191, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,897 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,056 (year 2041), Design Load: HS 20, Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.172, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $1,000, Total Project Cost: $21,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: JBD, Location: Pinedale-Daniel Jct (Lat: 42.866719, Lng: -109.921150), Route carried "on" structure: US 191, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,897 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,056 (year 2041), Design Load: HS 20, Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 165.172, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $18,000, Roadway Improvement Cost: $1,000, Total Project Cost: $21,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: JBE, Location: Pinedale-Daniel Jct (Lat: 42.866647, Lng: -109.893272), Route carried "on" structure: US 191, Year Built: 1993, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,897 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,056 (year 2041), Design Load: HS 20, Features Intersected: New Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.891, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: JBE, Location: Pinedale-Daniel Jct (Lat: 42.866647, Lng: -109.893272), Route carried "on" structure: US 191, Year Built: 1993, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 2,897 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 4,056 (year 2041), Design Load: HS 20, Features Intersected: New Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.891, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: JBF, Location: Pinedale-Daniel Jct (Lat: 42.866622, Lng: -109.885303), Route carried "on" structure: US 191, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,146 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 7,204 (year 2041), Design Load: HS 20, Features Intersected: Barber Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.240, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: JBF, Location: Pinedale-Daniel Jct (Lat: 42.866622, Lng: -109.885303), Route carried "on" structure: US 191, Year Built: 1993, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,146 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 7,204 (year 2041), Design Load: HS 20, Features Intersected: Barber Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.240, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: KIK, Location: 2 Iles South Of Pinedale (Lat: 42.837547, Lng: -109.863742), Route carried "on" structure: County highway 123, Year Built: 1995, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 829 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,161 (year 2041), Design Load: HS 20, Features Intersected: New Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $14,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: KIK, Location: 2 Iles South Of Pinedale (Lat: 42.837547, Lng: -109.863742), Route carried "on" structure: County highway 123, Year Built: 1995, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 829 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,161 (year 2041), Design Load: HS 20, Features Intersected: New Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.262, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $14,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LRT, Location: 1 Mile W Of Pinedale (Lat: 42.865147, Lng: -109.908694), Route carried "on" structure: County highway 190, Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 48 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67 (year 2041), Design Load: HS 25 or greater, Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $1,000, Total Project Cost: $10,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LRT, Location: 1 Mile W Of Pinedale (Lat: 42.865147, Lng: -109.908694), Route carried "on" structure: County highway 190, Year Built: 2003, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 48 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67 (year 2041), Design Load: HS 25 or greater, Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.653, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $1,000, Total Project Cost: $10,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: LWI, Location: 1 Mile West Of Pinedale (Lat: 42.862764, Lng: -109.898308), Route carried "on" structure: County highway 204, Year Built: 1990, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 48 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67 (year 2041), Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.0 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, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000 ( Estimate for 2014)
Structure Number: LWI, Location: 1 Mile West Of Pinedale (Lat: 42.862764, Lng: -109.898308), Route carried "on" structure: County highway 204, Year Built: 1990, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 48 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 67 (year 2041), Features Intersected: Duck Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.439, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.0 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, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000 ( Estimate for 2014)
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Structure Number: MSA, Location: 1.4 Mi Ne Of Pinedale (Lat: 42.882619, Lng: -109.842208), Route carried "on" structure: County highway 154, Year Built: 2013, Status: Posted for load, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 865 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,211 (year 2041), Design Load: HS 20, Features Intersected: Highland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021
Structure Number: MSA, Location: 1.4 Mi Ne Of Pinedale (Lat: 42.882619, Lng: -109.842208), Route carried "on" structure: County highway 154, Year Built: 2013, Status: Posted for load, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 865 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,211 (year 2041), Design Load: HS 20, Features Intersected: Highland Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021