Bridge Statistics for Mountain Village, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 82ft / 25.4mTotal length
- $509,000Total costs
- 16,529Total average daily traffic
- 709Total average daily truck traffic
- 27,263Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Mountain Village
- No street view available for this location
- New bridges - historical statistics
- 31980-1989
- 91990-1999
- 32000-2009
- 32010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 60.0%Good
- 26.7%Satisfactory
- Bridge Condition - Superstructure
- 6.7%Very good
- 53.3%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 26.7%Very good
- 53.3%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: MTN.VILL-01, Location: CITY STREET - ADAMS RANCH (Lat: 37.938917, Lng: -107.876611), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,402 (year 2038), Features Intersected: WADDLE CREEK, Facility Carried by Structure: ADAMS RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.752, 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 95.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MTN.VILL-01, Location: CITY STREET - ADAMS RANCH (Lat: 37.938917, Lng: -107.876611), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 850 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,402 (year 2038), Features Intersected: WADDLE CREEK, Facility Carried by Structure: ADAMS RANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.752, 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, Number Of Approach Spans: 2, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 95.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MTN.VILL-03, Location: CITY STREET - MTN VILLAGE (Lat: 37.933778, Lng: -107.861417), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 4,746 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 7,830 (year 2038), Features Intersected: PEDESTRIAN/SKIER, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.223, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $145,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MTN.VILL-03, Location: CITY STREET - MTN VILLAGE (Lat: 37.933778, Lng: -107.861417), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 4,746 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 7,830 (year 2038), Features Intersected: PEDESTRIAN/SKIER, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.223, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $13,000, Total Project Cost: $145,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MTN.VILL-04, Location: CITY STREET -BENCHMARK (Lat: 37.930806, Lng: -107.859167), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 869 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,433 (year 2038), Features Intersected: PEDESTRIAN/SKIER, Facility Carried by Structure: BENCHMARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.357, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MTN.VILL-04, Location: CITY STREET -BENCHMARK (Lat: 37.930806, Lng: -107.859167), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 869 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 1,433 (year 2038), Features Intersected: PEDESTRIAN/SKIER, Facility Carried by Structure: BENCHMARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.357, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MTN.VILL-05, Location: CITY STREET - SNOWDRIFT (Lat: 37.930028, Lng: -107.863083), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 86 (year 2018), Average Future Daily Traffic: 142 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: SNOWDRIFT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Culverts: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: MTN.VILL-05, Location: CITY STREET - SNOWDRIFT (Lat: 37.930028, Lng: -107.863083), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 86 (year 2018), Average Future Daily Traffic: 142 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: SNOWDRIFT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Culverts: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: MTN.VILL-08, Location: CITY STREET - POLECAT (Lat: 37.928139, Lng: -107.854361), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 69 (year 2018), Average Future Daily Traffic: 114 (year 2038), Features Intersected: PEDESTRIAN/SKIER, Facility Carried by Structure: POLECAT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.372, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MTN.VILL-08, Location: CITY STREET - POLECAT (Lat: 37.928139, Lng: -107.854361), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 2.61m (8.56ft), Average Daily Traffic: 69 (year 2018), Average Future Daily Traffic: 114 (year 2038), Features Intersected: PEDESTRIAN/SKIER, Facility Carried by Structure: POLECAT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.372, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MTN.VILL-1, Location: CITY STREET - HOOD PARK (Lat: 37.926833, Lng: -107.859611), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 66 (year 2018), Average Future Daily Traffic: 108 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: HOOD PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.154, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Culverts: Good, Inventory Rating: 66.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: MTN.VILL-1, Location: CITY STREET - HOOD PARK (Lat: 37.926833, Lng: -107.859611), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 66 (year 2018), Average Future Daily Traffic: 108 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: HOOD PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.154, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Culverts: Good, Inventory Rating: 66.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: MTN.VILL-12, Location: CITY STREET - BENCHMARK (Lat: 37.921000, Lng: -107.856694), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 116 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: BENCHMARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Culverts: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: MTN.VILL-12, Location: CITY STREET - BENCHMARK (Lat: 37.921000, Lng: -107.856694), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 116 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: BENCHMARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.510, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Culverts: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: MTN.VILL-13, Location: CITY STREET - BENCHMARK (Lat: 37.919250, Lng: -107.855250), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 12 (year 2018), Average Future Daily Traffic: 19 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: BENCHMARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.329, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 52.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MTN.VILL-13, Location: CITY STREET - BENCHMARK (Lat: 37.919250, Lng: -107.855250), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 12 (year 2018), Average Future Daily Traffic: 19 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: BENCHMARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.329, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 52.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MTN.VILL-14, Location: CITY STREET - MTN VILLAGE (Lat: 37.932000, Lng: -107.853222), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 4,304 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 7,102 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $19,000, Total Project Cost: $206,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: MTN.VILL-14, Location: CITY STREET - MTN VILLAGE (Lat: 37.932000, Lng: -107.853222), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 4,304 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 7,102 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $19,000, Total Project Cost: $206,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: MTN.VILL-18, Location: CITY STREET - MTN VILLAGE (Lat: 37.936278, Lng: -107.847972), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,970 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,251 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.963, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $158,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MTN.VILL-18, Location: CITY STREET - MTN VILLAGE (Lat: 37.936278, Lng: -107.847972), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,970 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,251 (year 2038), Features Intersected: PEDESTRIAN / SKIER, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.963, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.1m (23.3ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $158,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MTN.VILL-19, Location: CITY STREET- MTN VILLAGE (Lat: 37.939317, Lng: -107.467228), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,970 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,251 (year 2038), Features Intersected: PEDESTRIAN, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.662, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MTN.VILL-19, Location: CITY STREET- MTN VILLAGE (Lat: 37.939317, Lng: -107.467228), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,970 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 3,251 (year 2038), Features Intersected: PEDESTRIAN, Facility Carried by Structure: MTN VILLAGE BLV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.662, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 32.6 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: MTN.VILL-2, Location: CITY STREET -ARIZONA DR (Lat: 37.933533, Lng: -107.870381), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2038), Features Intersected: SKUNK CREEK, Facility Carried by Structure: ARIZONA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: MTN.VILL-2, Location: CITY STREET -ARIZONA DR (Lat: 37.933533, Lng: -107.870381), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 50 (year 2018), Average Future Daily Traffic: 75 (year 2038), Features Intersected: SKUNK CREEK, Facility Carried by Structure: ARIZONA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.030, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: MTN.VILL-21, Location: JUST N OF MTN VILLAGE BLV (Lat: 37.932778, Lng: -107.855000), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 765 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,263 (year 2034), Features Intersected: WETLANDS, Facility Carried by Structure: GPG PARKING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: MTN.VILL-21, Location: JUST N OF MTN VILLAGE BLV (Lat: 37.932778, Lng: -107.855000), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 765 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,263 (year 2034), Features Intersected: WETLANDS, Facility Carried by Structure: GPG PARKING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.1m (26.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SMG63J-0.0-24A, Location: 2 MI S OF SH 145 (Lat: 37.928833, Lng: -107.898222), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 68 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2038), Design Load: HS 20, Features Intersected: S.FORK SAN MIGUEL RIVER, Facility Carried by Structure: COUNTY ROAD 63J
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SMG63J-0.0-24A, Location: 2 MI S OF SH 145 (Lat: 37.928833, Lng: -107.898222), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 68 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2038), Design Load: HS 20, Features Intersected: S.FORK SAN MIGUEL RIVER, Facility Carried by Structure: COUNTY ROAD 63J
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SMG63L-1.0-25A, Location: 1.5 MI S OF SH 145 (Lat: 37.944194, Lng: -107.899389), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 384 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 633 (year 2038), Features Intersected: SAN MIGUEL RIVER, Facility Carried by Structure: COUNTY ROAD 63L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.296, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: SMG63L-1.0-25A, Location: 1.5 MI S OF SH 145 (Lat: 37.944194, Lng: -107.899389), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 384 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 633 (year 2038), Features Intersected: SAN MIGUEL RIVER, Facility Carried by Structure: COUNTY ROAD 63L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.296, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: SMGL63-0.1-4A, Location: 1 MI SW OF SH 145 (Lat: 37.947028, Lng: -107.919889), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 66 (year 2038), Features Intersected: SAN MIGUEL RIVER, Facility Carried by Structure: COUNTY ROAD L63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SMGL63-0.1-4A, Location: 1 MI SW OF SH 145 (Lat: 37.947028, Lng: -107.919889), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 66 (year 2038), Features Intersected: SAN MIGUEL RIVER, Facility Carried by Structure: COUNTY ROAD L63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SMGL63-0.3-5A, Location: 1.5 MI SW OF SH 145 (Lat: 37.946667, Lng: -107.921611), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 18 (year 2018), Average Future Daily Traffic: 30 (year 2038), Features Intersected: BILK CREEK, Facility Carried by Structure: COUNTY ROAD L63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, 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: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SMGL63-0.3-5A, Location: 1.5 MI SW OF SH 145 (Lat: 37.946667, Lng: -107.921611), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 18 (year 2018), Average Future Daily Traffic: 30 (year 2038), Features Intersected: BILK CREEK, Facility Carried by Structure: COUNTY ROAD L63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.217, 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: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SMGT60-3.9-26A, Location: 2 MI NE OF SH 145 (Lat: 37.973472, Lng: -107.906056), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 192 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2038), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: CR T60/USFS RD 638
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.7 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SMGT60-3.9-26A, Location: 2 MI NE OF SH 145 (Lat: 37.973472, Lng: -107.906056), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 192 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2038), Design Load: HS 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: CR T60/USFS RD 638
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 98.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.7 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel