Bridge Statistics for Lander, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 82ft / 25.1mTotal length
- $339,000Total costs
- 38,859Total average daily traffic
- 2,199Total average daily truck traffic
- 54,402Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lander
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 21960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 30.0%Very good
- 30.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 70.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 42.9%Very good
- 7.1%Good
- 42.9%Satisfactory
- 7.1%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: BMR, Location: Lander - South (Lat: 42.754736, Lng: -108.802858), Route carried "on" structure: State highway 131, Year Built: 1958, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 518 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 725 (year 2041), Design Load: H 20, Features Intersected: M Fork Popo Agie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.302, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: BMR, Location: Lander - South (Lat: 42.754736, Lng: -108.802858), Route carried "on" structure: State highway 131, Year Built: 1958, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 518 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 725 (year 2041), Design Load: H 20, Features Intersected: M Fork Popo Agie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.302, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: BSJ, Location: Lander - Diversion Dam Jt (Lat: 42.843281, Lng: -108.746789), Route carried "on" structure: US 287, Year Built: 1961, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 5,679 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,951 (year 2041), Design Load: HS 20, Features Intersected: Squaw Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: BSJ, Location: Lander - Diversion Dam Jt (Lat: 42.843281, Lng: -108.746789), Route carried "on" structure: US 287, Year Built: 1961, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 5,679 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,951 (year 2041), Design Load: HS 20, Features Intersected: Squaw Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: BSK, Location: Lander - Diversion Dam Jt (Lat: 42.847928, Lng: -108.749922), Route carried "on" structure: US 287, Year Built: 1961, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 5,679 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,951 (year 2041), Design Load: HS 20, Features Intersected: Baldwin Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.195, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000 ( Estimate for 2014)
Structure Number: BSK, Location: Lander - Diversion Dam Jt (Lat: 42.847928, Lng: -108.749922), Route carried "on" structure: US 287, Year Built: 1961, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 5,679 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 7,951 (year 2041), Design Load: HS 20, Features Intersected: Baldwin Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.195, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
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, Length Of Structure Improvement: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $1,000, Total Project Cost: $7,000 ( Estimate for 2014)
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Structure Number: DIY, Location: Lander Streets (Lat: 42.832186, Lng: -108.726678), Route carried "on" structure: US 287, Year Built: 1978, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 16,606 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 23,248 (year 2041), Design Load: HS 20, Features Intersected: M Fork Popo Agie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), 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 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: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $12,000, Total Project Cost: $179,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: DIY, Location: Lander Streets (Lat: 42.832186, Lng: -108.726678), Route carried "on" structure: US 287, Year Built: 1978, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 16,606 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 23,248 (year 2041), Design Load: HS 20, Features Intersected: M Fork Popo Agie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), 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 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: 26.2m (86.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2021, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $12,000, Total Project Cost: $179,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: DJL, Location: 0.5 Mi. S. Of Lander (Lat: 42.809942, Lng: -108.744047), Route carried "on" structure: County highway 20, Year Built: 1978, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,325 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,255 (year 2041), Design Load: HS 20, Features Intersected: M F Popo Agie Overflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee 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: 9.8m (32.2ft)
Condition: Deck: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $30,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DJL, Location: 0.5 Mi. S. Of Lander (Lat: 42.809942, Lng: -108.744047), Route carried "on" structure: County highway 20, Year Built: 1978, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,325 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,255 (year 2041), Design Load: HS 20, Features Intersected: M F Popo Agie Overflow
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee 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: 9.8m (32.2ft)
Condition: Deck: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $30,000, Total Project Cost: $33,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EOR, Location: Smith Court Lander (Lat: 42.835642, Lng: -108.749200), Route carried "on" structure: City street 4650, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 99 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 139 (year 2041), Design Load: HS 20, Features Intersected: Squaw Creek, Facility Carried by Structure: Smith Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.794, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000
Structure Number: EOR, Location: Smith Court Lander (Lat: 42.835642, Lng: -108.749200), Route carried "on" structure: City street 4650, Year Built: 1983, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 99 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 139 (year 2041), Design Load: HS 20, Features Intersected: Squaw Creek, Facility Carried by Structure: Smith Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.794, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000
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Structure Number: KMK, Location: Sinks Canyon Road (Lat: 42.797992, Lng: -108.766725), Route carried "on" structure: State highway 131, Year Built: 2004, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 518 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 725 (year 2041), Design Load: HS 25 or greater, Features Intersected: Hornecker Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: KMK, Location: Sinks Canyon Road (Lat: 42.797992, Lng: -108.766725), Route carried "on" structure: State highway 131, Year Built: 2004, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 518 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 725 (year 2041), Design Load: HS 25 or greater, Features Intersected: Hornecker Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.378, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: August 2020, 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: LBA, Location: Lander Streets (Lat: 42.825144, Lng: -108.732042), Route carried "on" structure: City street 4656, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 25 or greater, Features Intersected: M Fork Popo Agie River, Facility Carried by Structure: S. 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: 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, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: LBA, Location: Lander Streets (Lat: 42.825144, Lng: -108.732042), Route carried "on" structure: City street 4656, Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 25 or greater, Features Intersected: M Fork Popo Agie River, Facility Carried by Structure: S. 2nd Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 160.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.6m (116.8ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 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: 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, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: LTC, Location: 3 Mi Ne Of Afton (Lat: 42.728803, Lng: -110.916772), Route carried "on" structure: City street 5-1, Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 273 (year 2041), Features Intersected: Swift Creek, Facility Carried by Structure: 2nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.304, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $30,000, Total Project Cost: $36,000 ( Estimate for 2014), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: LTC, Location: 3 Mi Ne Of Afton (Lat: 42.728803, Lng: -110.916772), Route carried "on" structure: City street 5-1, Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 273 (year 2041), Features Intersected: Swift Creek, Facility Carried by Structure: 2nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 162.304, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $30,000, Total Project Cost: $36,000 ( Estimate for 2014), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MMT, Location: Mortimore Lane (Lat: 42.809867, Lng: -108.745839), Route carried "on" structure: County highway 20, Year Built: 2012, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 2,325 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,255 (year 2041), Design Load: HL 93, Features Intersected: Popo Agie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.468, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: MMT, Location: Mortimore Lane (Lat: 42.809867, Lng: -108.745839), Route carried "on" structure: County highway 20, Year Built: 2012, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 2,325 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,255 (year 2041), Design Load: HL 93, Features Intersected: Popo Agie River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.468, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.1 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MUH, Location: 1.3 Mi Sw Of Sinks Canyon (Lat: 42.730375, Lng: -108.855061), Route carried "on" structure: County highway 440, Year Built: 1995, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 518 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 725 (year 2041), Design Load: HS 20, Features Intersected: Middle Fork Popo Agie, Facility Carried by Structure: WYO 131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 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: 31.1 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: MUH, Location: 1.3 Mi Sw Of Sinks Canyon (Lat: 42.730375, Lng: -108.855061), Route carried "on" structure: County highway 440, Year Built: 1995, Status: Open, Structure Length: 4.80m (15.75ft), Average Daily Traffic: 518 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 725 (year 2041), Design Load: HS 20, Features Intersected: Middle Fork Popo Agie, Facility Carried by Structure: WYO 131
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 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: 31.1 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MUI, Location: 5 Mi Sw Of Lander (Lat: 42.801819, Lng: -108.757822), Route carried "on" structure: County highway 442, Year Built: 1950, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 88 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2041), Features Intersected: Hornecker Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: MUI, Location: 5 Mi Sw Of Lander (Lat: 42.801819, Lng: -108.757822), Route carried "on" structure: County highway 442, Year Built: 1950, Status: Posted for load, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 88 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2041), Features Intersected: Hornecker Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.362, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $30,000, Total Project Cost: $39,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: MUJ, Location: 5 Mi Sw Of Lander (Lat: 42.801253, Lng: -108.757867), Route carried "on" structure: County highway 442, Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 88 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2041), Design Load: H 20, Features Intersected: Middle Fork Popo Agie
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.284, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $30,000, Total Project Cost: $38,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: MUJ, Location: 5 Mi Sw Of Lander (Lat: 42.801253, Lng: -108.757867), Route carried "on" structure: County highway 442, Year Built: 1950, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 88 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 123 (year 2041), Design Load: H 20, Features Intersected: Middle Fork Popo Agie
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.284, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $30,000, Total Project Cost: $38,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: NFB, Location: Lander Southeast (Lat: 42.804492, Lng: -108.695058), Route carried "on" structure: US 287, Year Built: 1982, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 2,221 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,109 (year 2041), Design Load: HS 20, Features Intersected: Iiams Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.930, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML2, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: March 2022
Structure Number: NFB, Location: Lander Southeast (Lat: 42.804492, Lng: -108.695058), Route carried "on" structure: US 287, Year Built: 1982, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 2,221 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 3,109 (year 2041), Design Load: HS 20, Features Intersected: Iiams Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.930, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: ML2, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Good, Culverts: Fair, 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: 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: March 2022