Bridge Statistics for Steamboat Springs, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 177ft / 53.7mTotal length
- $655,000Total costs
- 108,980Total average daily traffic
- 11,518Total average daily truck traffic
- 129,860Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Steamboat Springs
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41970-1979
- 91980-1989
- 71990-1999
- 32000-2009
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Very good
- 43.8%Good
- 43.8%Satisfactory
- Bridge Condition - Substructure
- 81.3%Good
- 18.8%Satisfactory
- Bridge Condition - Channel
- 60.9%Very good
- 26.1%Good
- 8.7%Satisfactory
- 4.3%Fair
- Bridge Condition - Culverts
- 12.5%Good
- 37.5%Satisfactory
- 50.0%Fair
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Structure Number: 107001400.30704, Location: 0.3 Mi W of US Hwy 40 (Lat: 40.428750, Lng: -106.827556), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 649 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 772 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: County Road 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107001400.30704, Location: 0.3 Mi W of US Hwy 40 (Lat: 40.428750, Lng: -106.827556), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 649 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 772 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: County Road 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.330, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 107002200.40901, Location: 0.4 Mi W of St Hwy 131 (Lat: 40.398736, Lng: -106.833989), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 1,016 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: County Road 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107002200.40901, Location: 0.4 Mi W of St Hwy 131 (Lat: 40.398736, Lng: -106.833989), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 854 (year 2021), Truck Traffic: 29%, Average Future Daily Traffic: 1,016 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: County Road 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 107002400.40756, Location: 0.3 Mi E of US Hwy 40 (Lat: 40.429297, Lng: -106.809581), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 20, Features Intersected: Walton Creek, Facility Carried by Structure: County Road 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 107002400.40756, Location: 0.3 Mi E of US Hwy 40 (Lat: 40.429297, Lng: -106.809581), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 20, Features Intersected: Walton Creek, Facility Carried by Structure: County Road 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.441, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 107002400.40757, Location: 0.4 Mi E of US Hwy 40 (Lat: 40.429342, Lng: -106.808261), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 20, Features Intersected: Priest Creek, Facility Carried by Structure: County Road 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107002400.40757, Location: 0.4 Mi E of US Hwy 40 (Lat: 40.429342, Lng: -106.808261), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 210 (year 2021), Truck Traffic: 37%, Average Future Daily Traffic: 250 (year 2041), Design Load: HS 20, Features Intersected: Priest Creek, Facility Carried by Structure: County Road 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.605, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107003603.50922, Location: 1.8 Mi N of Amethyst Dr (Lat: 40.526944, Lng: -106.822617), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,403 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,670 (year 2041), Design Load: HS 20, Features Intersected: Soda Creek, Facility Carried by Structure: County Road 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $189,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107003603.50922, Location: 1.8 Mi N of Amethyst Dr (Lat: 40.526944, Lng: -106.822617), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,403 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,670 (year 2041), Design Load: HS 20, Features Intersected: Soda Creek, Facility Carried by Structure: County Road 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.088, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $17,000, Total Project Cost: $189,000 ( Estimate for 2018), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107004403.80937, Location: 3.8 Mi W of Co Rd 129 (Lat: 40.545783, Lng: -106.908933), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 659 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 784 (year 2041), Design Load: HS 20, Features Intersected: Elk River, Facility Carried by Structure: County Road 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107004403.80937, Location: 3.8 Mi W of Co Rd 129 (Lat: 40.545783, Lng: -106.908933), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.52m (11.55ft), Average Daily Traffic: 659 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 784 (year 2041), Design Load: HS 20, Features Intersected: Elk River, Facility Carried by Structure: County Road 44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 107012905.0071, Location: 4.9 Mi N of US Hwy 40 (Lat: 40.559242, Lng: -106.888950), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,752 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,275 (year 2041), Design Load: HS 20, Features Intersected: Hot Spring Creek, Facility Carried by Structure: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 107012905.0071, Location: 4.9 Mi N of US Hwy 40 (Lat: 40.559242, Lng: -106.888950), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,752 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 3,275 (year 2041), Design Load: HS 20, Features Intersected: Hot Spring Creek, Facility Carried by Structure: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Satisfactory, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 107012905.40912, Location: 5.4 Mi N of US Hwy 40 (Lat: 40.565503, Lng: -106.889122), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,737 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 3,257 (year 2041), Design Load: HS 20, Features Intersected: Mad Creek, Facility Carried by Structure: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.783, Lanes on structure: 2, Owner: County 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: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $466,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107012905.40912, Location: 5.4 Mi N of US Hwy 40 (Lat: 40.565503, Lng: -106.889122), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 2,737 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 3,257 (year 2041), Design Load: HS 20, Features Intersected: Mad Creek, Facility Carried by Structure: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.783, Lanes on structure: 2, Owner: County 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: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,424,000, Roadway Improvement Cost: $42,000, Total Project Cost: $466,000 ( Estimate for 2018), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107036000.30761, Location: 0.3 Mi W of US Hwy 40 (Lat: 40.459394, Lng: -106.826469), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,090 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,487 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: County Road 360
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107036000.30761, Location: 0.3 Mi W of US Hwy 40 (Lat: 40.459394, Lng: -106.826469), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 2,090 (year 2021), Truck Traffic: 23%, Average Future Daily Traffic: 2,487 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: County Road 360
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250.01, Location: 200 ft So of Merrit St (Lat: 40.491833, Lng: -106.830322), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 512 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 609 (year 2041), Design Load: HS 20+Mod, Features Intersected: Soda Creek, Facility Carried by Structure: Pahwintah Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.176, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 1250.01, Location: 200 ft So of Merrit St (Lat: 40.491833, Lng: -106.830322), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 512 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 609 (year 2041), Design Load: HS 20+Mod, Features Intersected: Soda Creek, Facility Carried by Structure: Pahwintah Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.176, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 1250.02A, Location: 40 ft NW of 9th Street (Lat: 40.489464, Lng: -106.833139), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,411 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,679 (year 2041), Design Load: HS 25 or greater, Features Intersected: Soda Creek, Facility Carried by Structure: Yahmonite Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.02A, Location: 40 ft NW of 9th Street (Lat: 40.489464, Lng: -106.833139), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,411 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,679 (year 2041), Design Load: HS 25 or greater, Features Intersected: Soda Creek, Facility Carried by Structure: Yahmonite Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.03A, Location: 250 Feet NW of 9TH Street (Lat: 40.488950, Lng: -106.834956), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 213 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 253 (year 2041), Design Load: HS 25 or greater, Features Intersected: Soda Creek, Facility Carried by Structure: Pine Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.03A, Location: 250 Feet NW of 9TH Street (Lat: 40.488950, Lng: -106.834956), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 213 (year 2021), Truck Traffic: 19%, Average Future Daily Traffic: 253 (year 2041), Design Load: HS 25 or greater, Features Intersected: Soda Creek, Facility Carried by Structure: Pine Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.3m (43.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.04, Location: 100 ft E of 11th Street (Lat: 40.488744, Lng: -106.836908), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 3,918 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 4,662 (year 2041), Design Load: HS 20, Features Intersected: Soda Creek, Facility Carried by Structure: Oak Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.179, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 1250.04, Location: 100 ft E of 11th Street (Lat: 40.488744, Lng: -106.836908), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 3,918 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 4,662 (year 2041), Design Load: HS 20, Features Intersected: Soda Creek, Facility Carried by Structure: Oak Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.179, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 1250.05, Location: 100 ft S of Oak Street (Lat: 40.488708, Lng: -106.837133), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,112 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,703 (year 2041), Design Load: HS 20, Features Intersected: Soda Creek, Facility Carried by Structure: 11th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.194, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 1250.05, Location: 100 ft S of Oak Street (Lat: 40.488708, Lng: -106.837133), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 3,112 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,703 (year 2041), Design Load: HS 20, Features Intersected: Soda Creek, Facility Carried by Structure: 11th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.194, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 1250.06, Location: 200 Ft SE of 3rd Street (Lat: 40.483300, Lng: -106.827697), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 8,086 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,622 (year 2041), Design Load: HS 20, Features Intersected: Spring Creek, Facility Carried by Structure: Fish Crk Falls Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.170, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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, Inspection Date: October 2020
Structure Number: 1250.06, Location: 200 Ft SE of 3rd Street (Lat: 40.483300, Lng: -106.827697), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 8,086 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 9,622 (year 2041), Design Load: HS 20, Features Intersected: Spring Creek, Facility Carried by Structure: Fish Crk Falls Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.170, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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, Inspection Date: October 2020
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Structure Number: 1250.07A, Location: 20 ft S of Yampa Street (Lat: 40.483072, Lng: -106.832475), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 3,132 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,727 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: 5th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250.07A, Location: 20 ft S of Yampa Street (Lat: 40.483072, Lng: -106.832475), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.03m (9.94ft), Average Daily Traffic: 3,132 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 3,727 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: 5th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.1m (95.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250.08A, Location: 300 ft SW of US Hwy 40 (Lat: 40.489014, Lng: -106.841683), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,853 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,775 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: 13th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.08A, Location: 300 ft SW of US Hwy 40 (Lat: 40.489014, Lng: -106.841683), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,853 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 5,775 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: 13th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.09, Location: 1.8 Mi E of Mt Werner Rd (Lat: 40.474686, Lng: -106.789014), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,284 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,528 (year 2041), Design Load: HS 20, Features Intersected: Fish Creek, Facility Carried by Structure: Steamboat Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.534, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1250.09, Location: 1.8 Mi E of Mt Werner Rd (Lat: 40.474686, Lng: -106.789014), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 1,284 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 1,528 (year 2041), Design Load: HS 20, Features Intersected: Fish Creek, Facility Carried by Structure: Steamboat Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.534, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 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: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1250.10-A, Location: 0.3 Mi S of US Hwy 40 (Lat: 40.495803, Lng: -106.858156), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 10.16m (33.33ft), Average Daily Traffic: 3,472 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 4,132 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: South Shield Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.1m (128.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.10-A, Location: 0.3 Mi S of US Hwy 40 (Lat: 40.495803, Lng: -106.858156), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 10.16m (33.33ft), Average Daily Traffic: 3,472 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 4,132 (year 2041), Design Load: HS 20, Features Intersected: Yampa River, Facility Carried by Structure: South Shield Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.031, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.1m (128.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 1250.11, Location: 150 ft N of Pine Grove (Lat: 40.465597, Lng: -106.822200), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,623 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 3,121 (year 2041), Design Load: HS 20, Features Intersected: Fish Creek, Facility Carried by Structure: Rollingstone Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.044, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1250.11, Location: 150 ft N of Pine Grove (Lat: 40.465597, Lng: -106.822200), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,623 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 3,121 (year 2041), Design Load: HS 20, Features Intersected: Fish Creek, Facility Carried by Structure: Rollingstone Lane
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.044, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: C-09-AC, Location: 4 MI S OF STMBT.SPRINGS (Lat: 40.392300, Lng: -106.825700), Route carried "on" structure: State highway 131B, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,704 (year 2040), Design Load: HS 20, Features Intersected: MCKINNIS CREEK, Facility Carried by Structure: SH 131 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.324, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: C-09-AC, Location: 4 MI S OF STMBT.SPRINGS (Lat: 40.392300, Lng: -106.825700), Route carried "on" structure: State highway 131B, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,704 (year 2040), Design Load: HS 20, Features Intersected: MCKINNIS CREEK, Facility Carried by Structure: SH 131 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 105.324, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: C-09-AS, Location: IN STEAMBOAT SPRINGS (Lat: 40.459300, Lng: -106.822600), Route carried "on" structure: US 40A, Year Built: 1980, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 28,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: MT WERNER ROAD, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.823, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: C-09-AS, Location: IN STEAMBOAT SPRINGS (Lat: 40.459300, Lng: -106.822600), Route carried "on" structure: US 40A, Year Built: 1980, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 28,060 (year 2040), Design Load: HS 20+Mod, Features Intersected: MT WERNER ROAD, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 215.823, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 27.6m (90.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C-09-AT, Location: IN STEAMBOAT SPRINGS (Lat: 40.466500, Lng: -106.825900), Route carried "on" structure: US 40A, Year Built: 1980, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32,760 (year 2040), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.942, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: C-09-AT, Location: IN STEAMBOAT SPRINGS (Lat: 40.466500, Lng: -106.825900), Route carried "on" structure: US 40A, Year Built: 1980, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 28,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32,760 (year 2040), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 214.942, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Curb or Sidewalk Widths: Left: 2.7m (8.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: C-09-I, Location: SE edge of Stmboat Sprngs (Lat: 40.449700, Lng: -106.815800), Route carried "on" structure: US 40A, Year Built: 1990, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,764 (year 2040), Design Load: HS 20, Features Intersected: WALTON CREEK, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 217.088, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: C-09-I, Location: SE edge of Stmboat Sprngs (Lat: 40.449700, Lng: -106.815800), Route carried "on" structure: US 40A, Year Built: 1990, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,764 (year 2040), Design Load: HS 20, Features Intersected: WALTON CREEK, Facility Carried by Structure: US 40 ML
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 217.088, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.3m (83.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 25.4m (83.3ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020