Bridge Statistics for Severance, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 144ft / 43.6mTotal length
- 81,071Total average daily traffic
- 11,624Total average daily truck traffic
- 120,055Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Severance
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 61980-1989
- 111990-1999
- 52000-2009
- 32010-2019
- Bridge Condition - Deck
- 7.4%Very good
- 25.9%Good
- 51.9%Satisfactory
- 14.8%Fair
- Bridge Condition - Superstructure
- 7.4%Very good
- 29.6%Good
- 55.6%Satisfactory
- 7.4%Fair
- Bridge Condition - Substructure
- 7.4%Very good
- 63.0%Good
- 25.9%Satisfactory
- 3.7%Poor
- Bridge Condition - Channel
- 63.3%Very good
- 36.7%Good
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: B-17-BU, Location: 3.5 MI WEST OF AULT (Lat: 40.582128, Lng: -104.804792), Route carried "on" structure: State highway 14C, Year Built: 2013, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HL 93, Features Intersected: COALBANK CREEK, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.448, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B-17-BU, Location: 3.5 MI WEST OF AULT (Lat: 40.582128, Lng: -104.804792), Route carried "on" structure: State highway 14C, Year Built: 2013, Status: Open, Structure Length: 3.92m (12.86ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HL 93, Features Intersected: COALBANK CREEK, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.448, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable 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: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B-17-DD, Location: 1.1 MI N OF PIERCE (Lat: 40.651125, Lng: -104.758297), Route carried "on" structure: US 85L, Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 7,038 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.157, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B-17-DD, Location: 1.1 MI N OF PIERCE (Lat: 40.651125, Lng: -104.758297), Route carried "on" structure: US 85L, Year Built: 2005, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 7,038 (year 2040), Features Intersected: SPRING CREEK, Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.157, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, 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: B-17-DL, Location: 0.5 MI SOUTH OF SH 14 (Lat: 40.572733, Lng: -104.907786), Route carried "on" structure: State highway 257A, Year Built: 1984, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,466 (year 2040), Design Load: HS 20+Mod, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: B-17-DL, Location: 0.5 MI SOUTH OF SH 14 (Lat: 40.572733, Lng: -104.907786), Route carried "on" structure: State highway 257A, Year Built: 1984, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,466 (year 2040), Design Load: HS 20+Mod, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.889, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: B-17-DM, Location: 3.5 MI N. OF SH392/WINDSO (Lat: 40.544914, Lng: -104.907867), Route carried "on" structure: State highway 257A, Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,466 (year 2040), Design Load: HS 20, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.798, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
Structure Number: B-17-DM, Location: 3.5 MI N. OF SH392/WINDSO (Lat: 40.544914, Lng: -104.907867), Route carried "on" structure: State highway 257A, Year Built: 1984, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 8,466 (year 2040), Design Load: HS 20, Features Intersected: LARIMER COUNTY CANAL, Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.798, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021
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Structure Number: B-17-DP, Location: 0.8 MI E OF JCT SH 257 (Lat: 40.581461, Lng: -104.892569), Route carried "on" structure: State highway 14C, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,760 (year 2040), Design Load: HS 20, Features Intersected: LARIMER CO CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.018, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Very good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: B-17-DP, Location: 0.8 MI E OF JCT SH 257 (Lat: 40.581461, Lng: -104.892569), Route carried "on" structure: State highway 14C, Year Built: 1990, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 8,000 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 11,760 (year 2040), Design Load: HS 20, Features Intersected: LARIMER CO CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.018, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Very good, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: B-17-DQ, Location: 4.4 MI E OF JCT I 25 (Lat: 40.581506, Lng: -104.917056), Route carried "on" structure: State highway 14C, Year Built: 1990, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: LARIMER CO CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.940, 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: 1, Length of Maximum Span: 9.7m (31.8ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
Structure Number: B-17-DQ, Location: 4.4 MI E OF JCT I 25 (Lat: 40.581506, Lng: -104.917056), Route carried "on" structure: State highway 14C, Year Built: 1990, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: LARIMER CO CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.940, 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: 1, Length of Maximum Span: 9.7m (31.8ft), Out-to-Out Width: 26.3m (86.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019
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Structure Number: B-17-H, Location: 3.5 MI W OF AULT & US85 (Lat: 40.582217, Lng: -104.797433), Route carried "on" structure: State highway 14C, Year Built: 1957, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLLINS LATERAL CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.074, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B-17-H, Location: 3.5 MI W OF AULT & US85 (Lat: 40.582217, Lng: -104.797433), Route carried "on" structure: State highway 14C, Year Built: 1957, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLLINS LATERAL CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.074, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B-17-I, Location: 3.6 MI W OF AULT (Lat: 40.582211, Lng: -104.806806), Route carried "on" structure: State highway 14C, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLLINS LATERAL CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B-17-I, Location: 3.6 MI W OF AULT (Lat: 40.582211, Lng: -104.806806), Route carried "on" structure: State highway 14C, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HS 20+Mod, Features Intersected: COLLINS LATERAL CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B-17-J, Location: 4.8 MI E OF JCT SH 257 (Lat: 40.582169, Lng: -104.816467), Route carried "on" structure: State highway 14C, Year Built: 1957, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HS 20+Mod, Features Intersected: LARIMER CO CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B-17-J, Location: 4.8 MI E OF JCT SH 257 (Lat: 40.582169, Lng: -104.816467), Route carried "on" structure: State highway 14C, Year Built: 1957, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 13,261 (year 2040), Design Load: HS 20+Mod, Features Intersected: LARIMER CO CANAL, Facility Carried by Structure: SH 14 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.460, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SEV023.0_074.0A, Location: At Inter with Co Rd 76 (Lat: 40.537667, Lng: -104.850944), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 2,827 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 4,014 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: SEV023.0_074.0A, Location: At Inter with Co Rd 76 (Lat: 40.537667, Lng: -104.850944), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 2,827 (year 2020), Truck Traffic: 36%, Average Future Daily Traffic: 4,014 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.274, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: March 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: SEV080.0-023.0A, Location: 0.6 Mi E of Co Rd 23 (Lat: 40.566944, Lng: -104.838056), Route carried "on" structure: City street , Year Built: 1957, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 490 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Ditch, Facility Carried by Structure: County Road 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SEV080.0-023.0A, Location: 0.6 Mi E of Co Rd 23 (Lat: 40.566944, Lng: -104.838056), Route carried "on" structure: City street , Year Built: 1957, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 345 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 490 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Ditch, Facility Carried by Structure: County Road 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2022, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL015.0_082.0A, Location: 0.5 Mi N of SH 14 (Lat: 40.589167, Lng: -104.926667), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,912 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,715 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.052, 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: 14.3m (46.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.3 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: 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL015.0_082.0A, Location: 0.5 Mi N of SH 14 (Lat: 40.589167, Lng: -104.926667), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,912 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,715 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.052, 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: 14.3m (46.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.3 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: 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL019.0_082.0A, Location: 0.95 Mi North St Hwy 14 (Lat: 40.595278, Lng: -104.888611), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 268 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 381 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL019.0_082.0A, Location: 0.95 Mi North St Hwy 14 (Lat: 40.595278, Lng: -104.888611), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 268 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 381 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL021.0_076.5A, Location: 100 Ft N of Co Rd 76 (Lat: 40.545750, Lng: -104.869972), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 355 (year 2020), Truck Traffic: 55%, Average Future Daily Traffic: 504 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, 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: 16.7m (54.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 45.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL021.0_076.5A, Location: 100 Ft N of Co Rd 76 (Lat: 40.545750, Lng: -104.869972), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 355 (year 2020), Truck Traffic: 55%, Average Future Daily Traffic: 504 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, 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: 16.7m (54.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 45.6 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL023.0-082.0A, Location: 0.7 Mi N of St Hwy 14 (Lat: 40.592694, Lng: -104.850750), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 102 (year 2041), Design Load: HS 20, Features Intersected: Pierce Lateral Canal, Facility Carried by Structure: County Road 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.256, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL023.0-082.0A, Location: 0.7 Mi N of St Hwy 14 (Lat: 40.592694, Lng: -104.850750), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 72 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 102 (year 2041), Design Load: HS 20, Features Intersected: Pierce Lateral Canal, Facility Carried by Structure: County Road 23
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.256, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL027.0_076.0A, Location: .3 Mi N of Co Rd 76 (Lat: 40.542056, Lng: -104.812917), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 142 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL027.0_076.0A, Location: .3 Mi N of Co Rd 76 (Lat: 40.542056, Lng: -104.812917), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 142 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 27
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.819, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL029.0-076.0A, Location: 0.7 Mi N of Co Rd 76 (Lat: 40.550389, Lng: -104.792750), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,503 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 2,134 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.928, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL029.0-076.0A, Location: 0.7 Mi N of Co Rd 76 (Lat: 40.550389, Lng: -104.792750), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,503 (year 2020), Truck Traffic: 35%, Average Future Daily Traffic: 2,134 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.928, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.2m (43.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL029.0_080.0A, Location: 0.7 Mi N of Co Rd 80 (Lat: 40.576722, Lng: -104.792556), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,341 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 1,904 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Canal, Facility Carried by Structure: County Road 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL029.0_080.0A, Location: 0.7 Mi N of Co Rd 80 (Lat: 40.576722, Lng: -104.792556), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,341 (year 2021), Truck Traffic: 24%, Average Future Daily Traffic: 1,904 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Canal, Facility Carried by Structure: County Road 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL076.0-025.0A, Location: 1.2 Mi E of Co Rd 23 (Lat: 40.538000, Lng: -104.828056), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 226 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 321 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.946, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL076.0-025.0A, Location: 1.2 Mi E of Co Rd 23 (Lat: 40.538000, Lng: -104.828056), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 226 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 321 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 76
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.946, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL076.5-021.0A, Location: 30 Ft W of Co Rd 23 (Lat: 40.545167, Lng: -104.850278), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 194 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 275 (year 2040), Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 76.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL076.5-021.0A, Location: 30 Ft W of Co Rd 23 (Lat: 40.545167, Lng: -104.850278), Route carried "on" structure: County highway , Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 194 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 275 (year 2040), Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 76.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL078.0-013.0A, Location: 0.7 Mi E of Co Rd 13 (Lat: 40.552361, Lng: -104.931611), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 63 (year 2020), Truck Traffic: 43%, Average Future Daily Traffic: 89 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.112, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: WEL078.0-013.0A, Location: 0.7 Mi E of Co Rd 13 (Lat: 40.552361, Lng: -104.931611), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 63 (year 2020), Truck Traffic: 43%, Average Future Daily Traffic: 89 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.112, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.9m (32.5ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: WEL078.0-027.0A, Location: 0.3 Mi E of Co Rd 27 (Lat: 40.553056, Lng: -104.802778), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 170 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 241 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 78
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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL078.0-027.0A, Location: 0.3 Mi E of Co Rd 27 (Lat: 40.553056, Lng: -104.802778), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 170 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 241 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 78
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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL078.0-027.0B, Location: 0.8 Mi E of Co Rd 27 (Lat: 40.553056, Lng: -104.795278), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 159 (year 2020), Truck Traffic: 47%, Average Future Daily Traffic: 226 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.727, 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: 12.5m (41.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL078.0-027.0B, Location: 0.8 Mi E of Co Rd 27 (Lat: 40.553056, Lng: -104.795278), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 159 (year 2020), Truck Traffic: 47%, Average Future Daily Traffic: 226 (year 2040), Design Load: HS 20, Features Intersected: Larimer and Weld Canal, Facility Carried by Structure: County Road 78
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.727, 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: 12.5m (41.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL080.0-025.0A, Location: 1.4 Mi E of Co Rd 23 (Lat: 40.567278, Lng: -104.822222), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 226 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 321 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Ditch, Facility Carried by Structure: County Road 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, 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: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL080.0-025.0A, Location: 1.4 Mi E of Co Rd 23 (Lat: 40.567278, Lng: -104.822222), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 226 (year 2021), Truck Traffic: 49%, Average Future Daily Traffic: 321 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Ditch, Facility Carried by Structure: County Road 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, 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: 9.6m (31.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL080.5-017.0A, Location: 0.7 Mi E of St Hwy 257 (Lat: 40.574389, Lng: -104.894889), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 196 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 278 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 80.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: WEL080.5-017.0A, Location: 0.7 Mi E of St Hwy 257 (Lat: 40.574389, Lng: -104.894889), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 196 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 278 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 80.5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: WEL084.0-013.0A, Location: 0.7 Mi E of Co Rd 13 (Lat: 40.595833, Lng: -104.933333), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 1,469 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,086 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, 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: 13.1m (43.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL084.0-013.0A, Location: 0.7 Mi E of Co Rd 13 (Lat: 40.595833, Lng: -104.933333), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 1,469 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 2,086 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, 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: 13.1m (43.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL084.0-019.0A, Location: 0.6 Mi E of Co Rd 19 (Lat: 40.595917, Lng: -104.877250), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 167 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 237 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.667, 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: 11.6m (38.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL084.0-019.0A, Location: 0.6 Mi E of Co Rd 19 (Lat: 40.595917, Lng: -104.877250), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 167 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 237 (year 2041), Design Load: HS 20, Features Intersected: Larimer County Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.667, 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: 11.6m (38.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL084.0-021.0B, Location: 0.7 Mi E of Co Rd 21 (Lat: 40.595944, Lng: -104.856167), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 193 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 274 (year 2041), Design Load: HS 20, Features Intersected: Pierce Lateral Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: WEL084.0-021.0B, Location: 0.7 Mi E of Co Rd 21 (Lat: 40.595944, Lng: -104.856167), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 193 (year 2021), Truck Traffic: 33%, Average Future Daily Traffic: 274 (year 2041), Design Load: HS 20, Features Intersected: Pierce Lateral Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.451, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: WEL084.0-025.0A, Location: 0.5 Mi E of Co Rd 25 (Lat: 40.596306, Lng: -104.819694), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 190 (year 2021), Truck Traffic: 48%, Average Future Daily Traffic: 270 (year 2041), Features Intersected: Pierce Lateral Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.538, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL084.0-025.0A, Location: 0.5 Mi E of Co Rd 25 (Lat: 40.596306, Lng: -104.819694), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 190 (year 2021), Truck Traffic: 48%, Average Future Daily Traffic: 270 (year 2041), Features Intersected: Pierce Lateral Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.538, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 9.5m (31.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: WEL084.0_021.0A, Location: 0.5 Mi E of Co Rd 21 (Lat: 40.595944, Lng: -104.858583), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 277 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: WEL084.0_021.0A, Location: 0.5 Mi E of Co Rd 21 (Lat: 40.595944, Lng: -104.858583), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 32%, Average Future Daily Traffic: 277 (year 2041), Design Load: HS 20, Features Intersected: Collins Lateral Canal, Facility Carried by Structure: County Road 84
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.211, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.9m (55.4ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel