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Bridge Statistics for Mountain View, Wyoming (WY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 10Number of bridges
  • 105ft / 32mTotal length
  • $198,000Total costs
  • 23,982Total average daily traffic
  • 2,095Total average daily truck traffic
  • 24,659Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Mountain View
  • No street view available for this location

New bridges in Mountain View, WY - historical statistics
  • New bridges - historical statistics
  • 51960-1969
  • 21980-1989
  • 31990-1999
Average Bridge Daily Traffic in Mountain View, WY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 30.0%Good
  • 50.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 40.0%Good
  • 50.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 60.0%Good
  • 30.0%Satisfactory
  • 10.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 50.0%Very good
  • 12.5%Good
  • 25.0%Satisfactory
  • 12.5%Fair
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Structure Number: CDF,  Location: Casper (Lat: 42.861981,  Lng: -106.397947),  Route carried "on" structure: Spur US 20,  Year Built: 1960,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,065 (year 2036),  Design Load: HS 20,  Features Intersected: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.273,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: CDG,  Location: Casper (Lat: 42.862158,  Lng: -106.398025),  Route carried "on" structure: Spur US 20,  Year Built: 1960,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,920 (year 2036),  Design Load: HS 20,  Features Intersected: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.273,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: CDI,  Location: Casper (Lat: 42.862703,  Lng: -106.382922),  Route carried "on" structure: Spur US 20,  Year Built: 1961,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 12.74m (41.80ft),  Average Daily Traffic: 6,100 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,920 (year 2036),  Design Load: HS 20,  Features Intersected: Casper Creek/BN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.455,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 123.0m (403.5ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: April 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Preformed Fabric
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Structure Number: CWF,  Location: Mountain View - Robertson (Lat: 41.264564,  Lng: -110.345928),  Route carried "on" structure: State highway 410,  Year Built: 1965,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,548 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,434 (year 2036),  Design Load: HS 20,  Features Intersected: Smiths Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.642,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.40m (80.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $84,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: CWS,  Location: Mountain View Streets (Lat: 41.269033,  Lng: -110.338975),  Route carried "on" structure: City street 320-2,  Year Built: 1969,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 594 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 140 (year 2033),  Design Load: HS 20,  Features Intersected: Smiths Fork River,  Facility Carried by Structure: 1st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.703,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.70m (58.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $31,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: FCS,  Location: 2 Mi. E. Of Mountain View (Lat: 41.276881,  Lng: -110.317044),  Route carried "on" structure: County highway 241,  Year Built: 1983,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 464 (year 2016),  Average Future Daily Traffic: 140 (year 2033),  Features Intersected: Smiths Fork Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.344,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 62.20m (204.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $45,000 ( Estimate for 2013),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: FOR,  Location: 2 Mi East Of Mount View (Lat: 41.277242,  Lng: -110.297533),  Route carried "on" structure: County highway 243,  Year Built: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 594 (year 2016),  Average Future Daily Traffic: 140 (year 2033),  Features Intersected: Smiths Fork River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.378,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 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: Somewhat better than minimum adequacy,  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: 0.54m (1.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $38,000 ( Estimate for 2013),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: FQN,  Location: Mountain View Streets (Lat: 41.270169,  Lng: -110.335825),  Route carried "on" structure: State highway 414,  Year Built: 1990,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,492 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,867 (year 2036),  Design Load: HS 20,  Features Intersected: Smiths Fork River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.751,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 168.0m (551.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 60.4 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: 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: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: KSL,  Location: Mountain View Streets (Lat: 41.272994,  Lng: -110.329086),  Route carried "on" structure: City street 320-1,  Year Built: 1998,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 594 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 140 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: Smiths Fork River,  Facility Carried by Structure: River Bend Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.719,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: 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: July 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: KSO,  Location: Milburne Road (Lat: 41.261833,  Lng: -110.353358),  Route carried "on" structure: State highway 411,  Year Built: 1999,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 396 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 893 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: Smiths Fork River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.648,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place
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