Bridge Statistics for Fort Bridger, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 125ft / 38.4mTotal length
- $402,000Total costs
- 41,951Total average daily traffic
- 17,402Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fort Bridger
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 91960-1969
- 21980-1989
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Poor
- Bridge Condition - Superstructure
- 9.1%Very good
- 54.5%Good
- 18.2%Satisfactory
- 18.2%Poor
- Bridge Condition - Substructure
- 54.5%Good
- 27.3%Satisfactory
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Channel
- 30.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 66.7%Good
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Structure Number: ANM, Location: Evanston - Wyo 410 Jct (Lat: 41.331414, Lng: -110.429294), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,735 (year 2021), Truck Traffic: 56%, Average Future Daily Traffic: 9,429 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-80 Bus
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.872, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: ANM, Location: Evanston - Wyo 410 Jct (Lat: 41.331414, Lng: -110.429294), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,735 (year 2021), Truck Traffic: 56%, Average Future Daily Traffic: 9,429 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-80 Bus
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.872, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: ANN, Location: Evanston - Wyo 410 Jct (Lat: 41.331606, Lng: -110.429686), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,827 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 10,958 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-80 Bus
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.830, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: ANN, Location: Evanston - Wyo 410 Jct (Lat: 41.331606, Lng: -110.429686), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 7,827 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 10,958 (year 2041), Design Load: HS 20+Mod, Features Intersected: I-80 Bus
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.830, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: ANO, Location: Evanston - Wyo 410 Jct (Lat: 41.345525, Lng: -110.389858), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,987 (year 2021), Truck Traffic: 92%, Average Future Daily Traffic: 8,382 (year 2041), Design Load: HS 20+Mod, Features Intersected: Ui County Road 221
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ANO, Location: Evanston - Wyo 410 Jct (Lat: 41.345525, Lng: -110.389858), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 5,987 (year 2021), Truck Traffic: 92%, Average Future Daily Traffic: 8,382 (year 2041), Design Load: HS 20+Mod, Features Intersected: Ui County Road 221
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.551, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ANP, Location: Evanston - Wyo 410 Jct (Lat: 41.345889, Lng: -110.390153), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,827 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 10,958 (year 2041), Design Load: HS 20+Mod, Features Intersected: Ui County Road 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.522, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ANP, Location: Evanston - Wyo 410 Jct (Lat: 41.345889, Lng: -110.390153), Route carried "on" structure: Interstate 80, Year Built: 1969, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,827 (year 2021), Truck Traffic: 44%, Average Future Daily Traffic: 10,958 (year 2041), Design Load: HS 20+Mod, Features Intersected: Ui County Road 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.522, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: ML8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: BJY, Location: Jct I-80 - Ft Bridger (Lat: 41.319706, Lng: -110.391225), Route carried "on" structure: Business US 80, Year Built: 1961, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,736 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,830 (year 2041), Design Load: H 20, Features Intersected: Groshon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: BJY, Location: Jct I-80 - Ft Bridger (Lat: 41.319706, Lng: -110.391225), Route carried "on" structure: Business US 80, Year Built: 1961, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,736 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,830 (year 2041), Design Load: H 20, Features Intersected: Groshon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.477, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: CGP, Location: Mountain View - Milburne (Lat: 41.265347, Lng: -110.405506), Route carried "on" structure: State highway 411, Year Built: 1966, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 403 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 564 (year 2041), Design Load: HS 20, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: CGP, Location: Mountain View - Milburne (Lat: 41.265347, Lng: -110.405506), Route carried "on" structure: State highway 411, Year Built: 1966, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 403 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 564 (year 2041), Design Load: HS 20, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.108, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $10,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: CWN, Location: Mountain View - Milburne (Lat: 41.265347, Lng: -110.405139), Route carried "on" structure: State highway 411, Year Built: 1966, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 403 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 564 (year 2041), Design Load: HS 20, Features Intersected: Blacks Fork Creek OvrFlo
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: CWN, Location: Mountain View - Milburne (Lat: 41.265347, Lng: -110.405139), Route carried "on" structure: State highway 411, Year Built: 1966, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 403 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 564 (year 2041), Design Load: HS 20, Features Intersected: Blacks Fork Creek OvrFlo
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.077, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
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: Better than present minimum 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: ERJ, Location: 2 Mi. N.W. Of Ft. Bridger (Lat: 41.330789, Lng: -110.408414), Route carried "on" structure: County highway 40, Year Built: 1940, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 86 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 15, Features Intersected: Uinta Canal No 3, Facility Carried by Structure: Ui Cnty Rd 222
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Very good, Operating Rating: 16.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: ERJ, Location: 2 Mi. N.W. Of Ft. Bridger (Lat: 41.330789, Lng: -110.408414), Route carried "on" structure: County highway 40, Year Built: 1940, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 86 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 15, Features Intersected: Uinta Canal No 3, Facility Carried by Structure: Ui Cnty Rd 222
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.576, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Very good, Operating Rating: 16.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $234,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: FIF, Location: 2 Mi. Nw Of Mountain View (Lat: 41.286942, Lng: -110.374664), Route carried "on" structure: County highway 218, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 84 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 118 (year 2041), Features Intersected: Blacks Fork Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $30,000, Total Project Cost: $41,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: FIF, Location: 2 Mi. Nw Of Mountain View (Lat: 41.286942, Lng: -110.374664), Route carried "on" structure: County highway 218, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 84 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 118 (year 2041), Features Intersected: Blacks Fork Canal
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.204, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $30,000, Total Project Cost: $41,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: FKN, Location: Millburne-Fort Bridger (Lat: 41.301419, Lng: -110.392089), Route carried "on" structure: County highway 217, Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 86 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: FKN, Location: Millburne-Fort Bridger (Lat: 41.301419, Lng: -110.392089), Route carried "on" structure: County highway 217, Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 86 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2041), Design Load: HS 20, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: KSP, Location: 3 Mi Sw Of Mountain View (Lat: 41.263239, Lng: -110.389214), Route carried "on" structure: State highway 411, Year Built: 2002, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 727 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,018 (year 2041), Design Load: HS 25 or greater, Features Intersected: Blacks Fork Canal
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: KSP, Location: 3 Mi Sw Of Mountain View (Lat: 41.263239, Lng: -110.389214), Route carried "on" structure: State highway 411, Year Built: 2002, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 727 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 1,018 (year 2041), Design Load: HS 25 or greater, Features Intersected: Blacks Fork Canal
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LQU, Location: Fort Bridger-Lyman Road (Lat: 41.324075, Lng: -110.401106), Route carried "on" structure: Business US 80, Year Built: 2006, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,736 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,830 (year 2041), Design Load: HS 25 or greater, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: LQU, Location: Fort Bridger-Lyman Road (Lat: 41.324075, Lng: -110.401106), Route carried "on" structure: Business US 80, Year Built: 2006, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,736 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,830 (year 2041), Design Load: HS 25 or greater, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.517, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: LRC, Location: Fort Bridger-Lyman Road (Lat: 41.320561, Lng: -110.393161), Route carried "on" structure: Business US 80, Year Built: 2006, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,736 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,830 (year 2041), Design Load: HS 25 or greater, Features Intersected: Little Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Very 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: Equal 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: July 2020
Structure Number: LRC, Location: Fort Bridger-Lyman Road (Lat: 41.320561, Lng: -110.393161), Route carried "on" structure: Business US 80, Year Built: 2006, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,736 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,830 (year 2041), Design Load: HS 25 or greater, Features Intersected: Little Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Very 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: Equal 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: July 2020
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Structure Number: MEM, Location: Fort Bridger - Carter Roa (Lat: 41.329389, Lng: -110.389239), Route carried "on" structure: County highway 221, Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 66 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 92 (year 2041), Design Load: HL 93, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.249, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 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: 45.0 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: MEM, Location: Fort Bridger - Carter Roa (Lat: 41.329389, Lng: -110.389239), Route carried "on" structure: County highway 221, Year Built: 2013, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 66 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 92 (year 2041), Design Load: HL 93, Features Intersected: Blacks Fork River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.249, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.6 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: 45.0 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: ANM, Location: Evanston - Wyo 410 Jct (Lat: 41.331414, Lng: -110.429294), Route carried "under" structure: Business US 2106, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,756 (year 2021), Truck Traffic: 8%, Features Intersected: I-80 Bus, Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 55.996, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: ANM, Location: Evanston - Wyo 410 Jct (Lat: 41.331414, Lng: -110.429294), Route carried "under" structure: Business US 2106, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,756 (year 2021), Truck Traffic: 8%, Features Intersected: I-80 Bus, Facility Carried by Structure: I-80 EBL
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 55.996, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: ANN, Location: Evanston - Wyo 410 Jct (Lat: 41.331606, Lng: -110.429686), Route carried "under" structure: Business US 2106, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,756 (year 2021), Truck Traffic: 8%, Features Intersected: I-80 Bus, Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 55.957, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: ANN, Location: Evanston - Wyo 410 Jct (Lat: 41.331606, Lng: -110.429686), Route carried "under" structure: Business US 2106, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 1,756 (year 2021), Truck Traffic: 8%, Features Intersected: I-80 Bus, Facility Carried by Structure: I-80 WBL
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 55.957, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.4m (103.0ft)