Bridge Statistics for Gypsum, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 203ft / 61.9mTotal length
- $202,000Total costs
- 145,721Total average daily traffic
- 16,297Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Gypsum
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 101970-1979
- 11980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 26.7%Good
- 66.7%Satisfactory
- 6.7%Poor
- Bridge Condition - Superstructure
- 20.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 60.0%Good
- 26.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Channel
- 58.3%Very good
- 25.0%Good
- 16.7%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: EAG-10A-00.9, Location: 0.9 MI W OF VALLEY ROAD (Lat: 39.615833, Lng: -106.964444), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 491 (year 2040), Features Intersected: GYPSUM CREEK, Facility Carried by Structure: CO RD 10A/CTNPASRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: EAG-10A-00.9, Location: 0.9 MI W OF VALLEY ROAD (Lat: 39.615833, Lng: -106.964444), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 396 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 491 (year 2040), Features Intersected: GYPSUM CREEK, Facility Carried by Structure: CO RD 10A/CTNPASRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-AD, Location: 3.6 MI EAST OF JCT US 6-G (Lat: 39.652436, Lng: -106.889681), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.588, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-AD, Location: 3.6 MI EAST OF JCT US 6-G (Lat: 39.652436, Lng: -106.889681), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.588, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-AE, Location: 3.5 MI W OF EAGLE SPUR (Lat: 39.652878, Lng: -106.889489), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.607, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-AE, Location: 3.5 MI W OF EAGLE SPUR (Lat: 39.652878, Lng: -106.889489), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 231.607, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-AF, Location: 4.4 MI E OF JCT US 6-GYPS (Lat: 39.652456, Lng: -106.875550), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 232.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.6m (100.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-AF, Location: 4.4 MI E OF JCT US 6-GYPS (Lat: 39.652456, Lng: -106.875550), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 12.16m (39.90ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: COTTONWOOD CREEK, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 232.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.6m (100.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-AG, Location: 2.8 MI W OF EAGLE SPUR (Lat: 39.652747, Lng: -106.875944), Route carried "on" structure: Interstate 70A, Year Built: 1978, Status: Open, Structure Length: 13.70m (44.95ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: CO RD, COTTONWOOD CREEK, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 232.796, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to 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: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-AG, Location: 2.8 MI W OF EAGLE SPUR (Lat: 39.652747, Lng: -106.875944), Route carried "on" structure: Interstate 70A, Year Built: 1978, Status: Open, Structure Length: 13.70m (44.95ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: CO RD, COTTONWOOD CREEK, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 232.796, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to 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: June 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-AH, Location: 1.8 W OF EAGLE SPUR (Lat: 39.653800, Lng: -106.863589), Route carried "on" structure: Interstate 70A, Year Built: 1977, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F-09-AH, Location: 1.8 W OF EAGLE SPUR (Lat: 39.653800, Lng: -106.863589), Route carried "on" structure: Interstate 70A, Year Built: 1977, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: F-09-AI, Location: 5 MI E OF JCT US 6 (Lat: 39.652644, Lng: -106.863853), Route carried "on" structure: Interstate 70A, Year Built: 1977, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.830, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F-09-AI, Location: 5 MI E OF JCT US 6 (Lat: 39.652644, Lng: -106.863853), Route carried "on" structure: Interstate 70A, Year Built: 1977, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,080 (year 2040), Design Load: HS 20+Mod, Features Intersected: GAME UNDERPASS, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 233.830, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: F-09-AJ, Location: 0.3 MI W OF JCT US 6-GYPS (Lat: 39.652747, Lng: -106.962106), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 22,320 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 225.270, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Out-to-Out Width: 96.7m (317.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018
Structure Number: F-09-AJ, Location: 0.3 MI W OF JCT US 6-GYPS (Lat: 39.652747, Lng: -106.962106), Route carried "on" structure: Interstate 70A, Year Built: 1979, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 22,320 (year 2040), Design Load: HS 20, Features Intersected: DRAW, Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 225.270, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Out-to-Out Width: 96.7m (317.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2018
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Structure Number: F-09-AL, Location: IN GYPSUM (Lat: 39.649417, Lng: -106.953250), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 10,419 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,919 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.198, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.5m (90.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-09-AL, Location: IN GYPSUM (Lat: 39.649417, Lng: -106.953250), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 5.17m (16.96ft), Average Daily Traffic: 10,419 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 12,919 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.198, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.5m (90.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: F-09-G, Location: 2.7 MI E OF GYPSUM (Lat: 39.646489, Lng: -106.899503), Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 6,491 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,049 (year 2040), Design Load: H 15, Features Intersected: ALKALI CREEK, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $4,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-G, Location: 2.7 MI E OF GYPSUM (Lat: 39.646489, Lng: -106.899503), Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 6,491 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 8,049 (year 2040), Design Load: H 15, Features Intersected: ALKALI CREEK, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.5m (21.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $4,000, Total Project Cost: $55,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-J, Location: IN GYPSUM (Lat: 39.652586, Lng: -106.955578), Route carried "on" structure: US 6E, Year Built: 1978, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 5,624 (year 2038), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 22.7 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-J, Location: IN GYPSUM (Lat: 39.652586, Lng: -106.955578), Route carried "on" structure: US 6E, Year Built: 1978, Status: Open, Structure Length: 7.90m (25.92ft), Average Daily Traffic: 3,700 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 5,624 (year 2038), Design Load: HS 20, Features Intersected: I 70 ML, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.072, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 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: 22.7 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-L, Location: IN GYPSUM (Lat: 39.645397, Lng: -106.950831), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 9,390 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,644 (year 2040), Design Load: H 15, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-09-L, Location: IN GYPSUM (Lat: 39.645397, Lng: -106.950831), Route carried "on" structure: City street , Year Built: 1933, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 9,390 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 11,644 (year 2040), Design Load: H 15, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $147,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-09-M, Location: 0.9 MI E OF GYPSUM (Lat: 39.647225, Lng: -106.933350), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 2000, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,390 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,644 (year 2040), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.266, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 25.6m (84.0ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: F-09-M, Location: 0.9 MI E OF GYPSUM (Lat: 39.647225, Lng: -106.933350), Route carried "on" structure: City street , Year Built: 1933, Year Reconstructed: 2000, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 9,390 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 11,644 (year 2040), Design Load: H 15, Features Intersected: DRAW, Facility Carried by Structure: PREV. US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.266, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 20.2m (66.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 25.6m (84.0ft)
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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: GYP-COTTON DR, Location: .35 MI WEST OF VALLEY RD (Lat: 39.630278, Lng: -106.955556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 808 (year 2020), Average Future Daily Traffic: 1,002 (year 2040), Design Load: HS 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: COTTON RANCH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.566, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: GYP-COTTON DR, Location: .35 MI WEST OF VALLEY RD (Lat: 39.630278, Lng: -106.955556), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 808 (year 2020), Average Future Daily Traffic: 1,002 (year 2040), Design Load: HS 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: COTTON RANCH DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.566, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GYP-EAGLE ST-A, Location: 0.1 MI W OF SH 6 (Lat: 39.644861, Lng: -106.950972), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 3,010 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,732 (year 2040), Design Load: HS 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.389, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: GYP-EAGLE ST-A, Location: 0.1 MI W OF SH 6 (Lat: 39.644861, Lng: -106.950972), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 3,010 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,732 (year 2040), Design Load: HS 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.389, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 24.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: GYP-PRICE LN, Location: 0.2 W OF PORPHYRY ROAD (Lat: 39.652222, Lng: -106.965833), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 754 (year 2020), Average Future Daily Traffic: 935 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: PRICE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: GYP-PRICE LN, Location: 0.2 W OF PORPHYRY ROAD (Lat: 39.652222, Lng: -106.965833), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.97m (13.02ft), Average Daily Traffic: 754 (year 2020), Average Future Daily Traffic: 935 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: PRICE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.051, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.5m (126.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: GYP-TRLGULCH-A, Location: JUST NE of US 6 (Lat: 39.648889, Lng: -106.952500), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: TRAIL GULCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: GYP-TRLGULCH-A, Location: JUST NE of US 6 (Lat: 39.648889, Lng: -106.952500), Route carried "on" structure: City street , Year Built: 1992, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 450 (year 2040), Design Load: HS 20, Features Intersected: GYPSUM CREEK, Facility Carried by Structure: TRAIL GULCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-09-J, Location: IN GYPSUM (Lat: 39.652586, Lng: -106.955578), Route carried "under" structure: Interstate 70A, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2011), Truck Traffic: 16%, Features Intersected: I 70 ML, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 224.557, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 39.0m (128.0ft)
Structure Number: F-09-J, Location: IN GYPSUM (Lat: 39.652586, Lng: -106.955578), Route carried "under" structure: Interstate 70A, Year Built: 1978, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2011), Truck Traffic: 16%, Features Intersected: I 70 ML, Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 224.557, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 39.0m (128.0ft)