Bridge Statistics for Snowmass Village, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 390ft / 119mTotal length
- $142,000Total costs
- 111,628Total average daily traffic
- 4,166Total average daily truck traffic
- 133,927Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Snowmass Village
- No street view available for this location
- New bridges - historical statistics
- 41980-1989
- 61990-1999
- 72000-2009
- Bridge Condition - Deck
- 76.5%Good
- 17.6%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 23.5%Very good
- 58.8%Good
- 11.8%Satisfactory
- 5.9%Fair
- Bridge Condition - Substructure
- 76.5%Good
- 17.6%Satisfactory
- 5.9%Fair
- Bridge Condition - Channel
- 72.7%Very good
- 27.3%Satisfactory
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Structure Number: G-09-K, Location: NEAR ASPEN (Lat: 39.328536, Lng: -106.966431), Route carried "on" structure: State highway 82A, Year Built: 2005, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,740 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.659, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G-09-K, Location: NEAR ASPEN (Lat: 39.328536, Lng: -106.966431), Route carried "on" structure: State highway 82A, Year Built: 2005, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,740 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.659, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G-09-L, Location: NEAR ASPEN (Lat: 39.326200, Lng: -106.952733), Route carried "on" structure: State highway 82A, Year Built: 2003, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 23,939 (year 2038), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 WBND ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.797, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G-09-L, Location: NEAR ASPEN (Lat: 39.326200, Lng: -106.952733), Route carried "on" structure: State highway 82A, Year Built: 2003, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 21,000 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 23,939 (year 2038), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 WBND ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.797, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G-09-M, Location: 4.5 mi SE of Basalt (Lat: 39.325344, Lng: -106.952617), Route carried "on" structure: State highway 82A, Year Built: 2004, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,740 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 ML-S/E Bound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.918, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G-09-M, Location: 4.5 mi SE of Basalt (Lat: 39.325344, Lng: -106.952617), Route carried "on" structure: State highway 82A, Year Built: 2004, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,740 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 ML-S/E Bound
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.918, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G-09-N, Location: NEAR ASPEN (Lat: 39.322000, Lng: -106.946614), Route carried "on" structure: State highway 82A, Year Built: 2003, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,870 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 EBND ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.579, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
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: 59.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G-09-N, Location: NEAR ASPEN (Lat: 39.322000, Lng: -106.946614), Route carried "on" structure: State highway 82A, Year Built: 2003, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,870 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 EBND ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.579, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
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: 59.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: G-09-O, Location: NEAR ASPEN (Lat: 39.309183, Lng: -106.936400), Route carried "on" structure: State highway 82A, Year Built: 2003, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,740 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 49.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G-09-O, Location: NEAR ASPEN (Lat: 39.309183, Lng: -106.936400), Route carried "on" structure: State highway 82A, Year Built: 2003, Status: Open, Structure Length: 28.96m (95.01ft), Average Daily Traffic: 22,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,740 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRAW, Facility Carried by Structure: SH 82 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.311, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
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: 49.5 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: PIT-008-00.1A, Location: At Snowmass Circle Rd (Lat: 39.298306, Lng: -106.959861), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 479 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 699 (year 2038), Design Load: H 20, Features Intersected: SNOWMASS CREEK, Facility Carried by Structure: CR8/Watson Divide
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: PIT-008-00.1A, Location: At Snowmass Circle Rd (Lat: 39.298306, Lng: -106.959861), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 479 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 699 (year 2038), Design Load: H 20, Features Intersected: SNOWMASS CREEK, Facility Carried by Structure: CR8/Watson Divide
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: PIT-011-01.2A, Location: 1.5 MI S OF HWY 82 (Lat: 39.314417, Lng: -106.981556), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,920 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,804 (year 2038), Design Load: HS 20, Features Intersected: SNOWMASS DIVIDE CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.923, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: PIT-011-01.2A, Location: 1.5 MI S OF HWY 82 (Lat: 39.314417, Lng: -106.981556), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,920 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,804 (year 2038), Design Load: HS 20, Features Intersected: SNOWMASS DIVIDE CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.923, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.7m (61.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: PIT-011-10.8, Location: S END OF COUNTY ROAD 11 (Lat: 39.204972, Lng: -106.989361), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 83 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 122 (year 2038), Design Load: HS 20, Features Intersected: SNOWMASS CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $142,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: PIT-011-10.8, Location: S END OF COUNTY ROAD 11 (Lat: 39.204972, Lng: -106.989361), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 83 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 122 (year 2038), Design Load: HS 20, Features Intersected: SNOWMASS CREEK, Facility Carried by Structure: COUNTY ROAD 11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.342, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $142,000 ( Estimate for 2020), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: PIT-017-00.2A, Location: JUST EAST OF HWY 82 (Lat: 39.298000, Lng: -106.921583), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,358 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,983 (year 2038), Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: CR17/ GERBAZ WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: PIT-017-00.2A, Location: JUST EAST OF HWY 82 (Lat: 39.298000, Lng: -106.921583), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,358 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,983 (year 2038), Features Intersected: ROARING FORK RIVER, Facility Carried by Structure: CR17/ GERBAZ WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.8m (117.5ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SNO 1, Location: JUST W OF PINE CREST DR (Lat: 39.209472, Lng: -106.920056), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 56 (year 2018), Average Future Daily Traffic: 81 (year 2038), Design Load: HS 20, Features Intersected: OWL CREEK, Facility Carried by Structure: SLOPESIDE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.542, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SNO 1, Location: JUST W OF PINE CREST DR (Lat: 39.209472, Lng: -106.920056), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 56 (year 2018), Average Future Daily Traffic: 81 (year 2038), Design Load: HS 20, Features Intersected: OWL CREEK, Facility Carried by Structure: SLOPESIDE LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.542, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SNO 11, Location: JUST E OF PINE CREST LN (Lat: 39.207972, Lng: -106.919250), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 201 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 294 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SNO 11, Location: JUST E OF PINE CREST LN (Lat: 39.207972, Lng: -106.919250), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 201 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 294 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SNO 12, Location: JUST W OF PINE CREST LN (Lat: 39.205000, Lng: -106.919250), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 71 (year 2018), Average Future Daily Traffic: 104 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.446, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SNO 12, Location: JUST W OF PINE CREST LN (Lat: 39.205000, Lng: -106.919250), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 71 (year 2018), Average Future Daily Traffic: 104 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.446, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SNO 13, Location: JUST W OF SERVICE BERRY L (Lat: 39.207556, Lng: -106.927167), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 268 (year 2018), Average Future Daily Traffic: 391 (year 2038), Design Load: HS 25 or greater, Features Intersected: SKI RUN, Facility Carried by Structure: TWO CREEKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.250, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: SNO 13, Location: JUST W OF SERVICE BERRY L (Lat: 39.207556, Lng: -106.927167), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 268 (year 2018), Average Future Daily Traffic: 391 (year 2038), Design Load: HS 25 or greater, Features Intersected: SKI RUN, Facility Carried by Structure: TWO CREEKS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.250, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.6m (87.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: SNO 16, Location: .08 MI S OF BRUSH CR RD (Lat: 39.209444, Lng: -106.946389), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 2,699 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,940 (year 2038), Design Load: HS 20, Features Intersected: TRAUMA LANE, Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.252, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.3 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, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SNO 16, Location: .08 MI S OF BRUSH CR RD (Lat: 39.209444, Lng: -106.946389), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 2,699 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 3,940 (year 2038), Design Load: HS 20, Features Intersected: TRAUMA LANE, Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 3.252, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.9m (45.6ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 36.3 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, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SNO 17, Location: .01 MI S. OF BRUSH CR RD (Lat: 39.210167, Lng: -106.947528), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 5,638 (year 2018), Average Future Daily Traffic: 8,231 (year 2038), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SNO 17, Location: .01 MI S. OF BRUSH CR RD (Lat: 39.210167, Lng: -106.947528), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.79m (5.87ft), Average Daily Traffic: 5,638 (year 2018), Average Future Daily Traffic: 8,231 (year 2038), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SNO 8, Location: JUST E OF SPRUCE RIDGE LN (Lat: 39.210750, Lng: -106.917389), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 484 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 707 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SNO 8, Location: JUST E OF SPRUCE RIDGE LN (Lat: 39.210750, Lng: -106.917389), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 484 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 707 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SNO 9, Location: JUST E OF SLOPESIDE LN (Lat: 39.209472, Lng: -106.918361), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 371 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 542 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.412, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SNO 9, Location: JUST E OF SLOPESIDE LN (Lat: 39.209472, Lng: -106.918361), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 371 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 542 (year 2038), Design Load: HS 20, Features Intersected: SKI RUN, Facility Carried by Structure: PINE CREST DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.412, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing