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 - historical statistics
- 51960-1969
- 21980-1989
- 31990-1999
- Bridge Condition - Deck
- 30.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Substructure
- 60.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- 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
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
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
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
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
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
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
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
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
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
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