Bridge Statistics for Avon, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 295ft / 89.9mTotal length
- $20,243,000Total costs
- 159,373Total average daily traffic
- 13,205Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Avon
- No street view available for this location
- New bridges - historical statistics
- 81970-1979
- 11980-1989
- 31990-1999
- 32000-2009
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 8.3%Very good
- 58.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 87.5%Very good
- 12.5%Good
Find on map >> Show street view
Structure Number: AVON-BEAVER CR, Location: 0.1 MI N OF SH6 (Lat: 39.636306, Lng: -106.536672), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,391 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,205 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: W BEAVER CK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $485,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: AVON-BEAVER CR, Location: 0.1 MI N OF SH6 (Lat: 39.636306, Lng: -106.536672), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 3,391 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 4,205 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: W BEAVER CK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.200, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 25.8m (84.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $44,000, Total Project Cost: $485,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Find on map >> Show street view
Structure Number: AVON-BOB, Location: .3 MI S OF JCT I 70 ML (Lat: 39.631806, Lng: -106.522289), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 13,283 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,471 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: AVON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.096, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: AVON-BOB, Location: .3 MI S OF JCT I 70 ML (Lat: 39.631806, Lng: -106.522289), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 13,283 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 16,471 (year 2040), Design Load: HS 20, Features Intersected: EAGLE RIVER, Facility Carried by Structure: AVON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.096, Lanes on structure: 5, Owner: Town or Township Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 26.1m (85.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: AVON-BUCK CK-1, Location: 0.4 MI N OF NOTTINGHAM RD (Lat: 39.646433, Lng: -106.516536), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 546 (year 2040), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: MOUNTAIN STAR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.988, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: AVON-BUCK CK-1, Location: 0.4 MI N OF NOTTINGHAM RD (Lat: 39.646433, Lng: -106.516536), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 546 (year 2040), Design Load: HS 20, Features Intersected: BUCK CREEK, Facility Carried by Structure: MOUNTAIN STAR DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.988, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.0m (98.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: AVON-BUCK CK-2, Location: 0.5 MI N OF NOTTINGHAM RD (Lat: 39.647492, Lng: -106.518558), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 546 (year 2040), Design Load: HS 20, Features Intersected: BUCK CREEK TRIBUTARY, Facility Carried by Structure: BUCK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.824, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: AVON-BUCK CK-2, Location: 0.5 MI N OF NOTTINGHAM RD (Lat: 39.647492, Lng: -106.518558), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 546 (year 2040), Design Load: HS 20, Features Intersected: BUCK CREEK TRIBUTARY, Facility Carried by Structure: BUCK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.824, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: AVON-EAGLE BEND, Location: 0.01 MI N OF SH 6 (Lat: 39.627778, Lng: -106.512617), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load-capacity, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 1,629 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,020 (year 2040), Features Intersected: EAGLE RIVER, Facility Carried by Structure: STONEBRIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.2m (128.6ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.7 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other
Structure Number: AVON-EAGLE BEND, Location: 0.01 MI N OF SH 6 (Lat: 39.627778, Lng: -106.512617), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load-capacity, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 1,629 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,020 (year 2040), Features Intersected: EAGLE RIVER, Facility Carried by Structure: STONEBRIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.029, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.2m (128.6ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.7 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Other
Find on map >> Show street view
Structure Number: AVON-POST BLVD, Location: JUST N OF HWY 6 (Lat: 39.624661, Lng: -106.504539), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,590 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,172 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAGLE RIVER, Facility Carried by Structure: POST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: AVON-POST BLVD, Location: JUST N OF HWY 6 (Lat: 39.624661, Lng: -106.504539), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 6,590 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 8,172 (year 2041), Design Load: HS 25 or greater, Features Intersected: EAGLE RIVER, Facility Carried by Structure: POST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 4, Owner: Town or Township Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-10-D, Location: 2 MI E. OF AVON INT. (Lat: 39.627683, Lng: -106.495478), Route carried "on" structure: Interstate 70A, Year Built: 2003, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 25 or greater, Features Intersected: CITY STREET, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.969, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: F-10-D, Location: 2 MI E. OF AVON INT. (Lat: 39.627683, Lng: -106.495478), Route carried "on" structure: Interstate 70A, Year Built: 2003, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 25 or greater, Features Intersected: CITY STREET, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.969, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-10-S, Location: AVON INTERCHANGE (Lat: 39.637508, Lng: -106.521383), Route carried "on" structure: Interstate 70A, Year Built: 1971, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 22,440 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVON ROAD, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 269.475, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F-10-S, Location: AVON INTERCHANGE (Lat: 39.637508, Lng: -106.521383), Route carried "on" structure: Interstate 70A, Year Built: 1971, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 22,440 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVON ROAD, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 269.475, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: F-10-T, Location: AVON INTERCHANGE (Lat: 39.637222, Lng: -106.521664), Route carried "on" structure: Interstate 70A, Year Built: 1971, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 22,440 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVON ROAD, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 269.473, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $23,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: F-10-T, Location: AVON INTERCHANGE (Lat: 39.637222, Lng: -106.521664), Route carried "on" structure: Interstate 70A, Year Built: 1971, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 22,440 (year 2040), Design Load: HS 20+Mod, Features Intersected: AVON ROAD, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 269.473, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.39m (14.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $23,000, Total Project Cost: $346,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Find on map >> Show street view
Structure Number: F-10-W, Location: 2 MI E OF AVON INT. (Lat: 39.627542, Lng: -106.495892), Route carried "on" structure: Interstate 70A, Year Built: 2003, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 25 or greater, Features Intersected: CITY STREET, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.963, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 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: 40.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: F-10-W, Location: 2 MI E OF AVON INT. (Lat: 39.627542, Lng: -106.495892), Route carried "on" structure: Interstate 70A, Year Built: 2003, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 25 or greater, Features Intersected: CITY STREET, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 271.963, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.5 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: 40.5 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-11-AB, Location: 2.2 MI E OF JCT US 24 (Lat: 39.623594, Lng: -106.485900), Route carried "on" structure: Interstate 70A, Year Built: 1972, Status: Open, Structure Length: 19.94m (65.42ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.94m (65.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,196,000, Roadway Improvement Cost: $420,000, Total Project Cost: $6,294,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F-11-AB, Location: 2.2 MI E OF JCT US 24 (Lat: 39.623594, Lng: -106.485900), Route carried "on" structure: Interstate 70A, Year Built: 1972, Status: Open, Structure Length: 19.94m (65.42ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.954, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.94m (65.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $4,196,000, Roadway Improvement Cost: $420,000, Total Project Cost: $6,294,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: F-11-AC, Location: 12.3 MI E OF JCT SH 131 (Lat: 39.623608, Lng: -106.486742), Route carried "on" structure: Interstate 70A, Year Built: 1972, Status: Open, Structure Length: 19.94m (65.42ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.893, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 19.90m (65.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $8,745,000, Roadway Improvement Cost: $875,000, Total Project Cost: $13,118,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: F-11-AC, Location: 12.3 MI E OF JCT SH 131 (Lat: 39.623608, Lng: -106.486742), Route carried "on" structure: Interstate 70A, Year Built: 1972, Status: Open, Structure Length: 19.94m (65.42ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 24,510 (year 2040), Design Load: HS 20+Mod, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 272.893, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 15 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 47.9m (157.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 19.90m (65.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $8,745,000, Roadway Improvement Cost: $875,000, Total Project Cost: $13,118,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Find on map >> Show street view
Structure Number: F-10-S, Location: AVON INTERCHANGE (Lat: 39.637508, Lng: -106.521383), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 19%, Features Intersected: AVON ROAD, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Structure Number: F-10-S, Location: AVON INTERCHANGE (Lat: 39.637508, Lng: -106.521383), Route carried "under" structure: City street , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2008), Truck Traffic: 19%, Features Intersected: AVON ROAD, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 17.7m (58.1ft)
Find on map >> Show street view
Structure Number: F-11-AB, Location: 2.2 MI E OF JCT US 24 (Lat: 39.623594, Lng: -106.485900), Route carried "under" structure: US 6E, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2011), Truck Traffic: 4%, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 277.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft)
Structure Number: F-11-AB, Location: 2.2 MI E OF JCT US 24 (Lat: 39.623594, Lng: -106.485900), Route carried "under" structure: US 6E, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2011), Truck Traffic: 4%, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 277.076, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft)
Find on map >> Show street view
Structure Number: F-11-AC, Location: 12.3 MI E OF JCT SH 131 (Lat: 39.623608, Lng: -106.486742), Route carried "under" structure: US 6E, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2011), Truck Traffic: 4%, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 277.076, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft)
Structure Number: F-11-AC, Location: 12.3 MI E OF JCT SH 131 (Lat: 39.623608, Lng: -106.486742), Route carried "under" structure: US 6E, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 3,300 (year 2011), Truck Traffic: 4%, Features Intersected: US 6, RR, EAGLE RIVER, Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 277.076, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.9m (157.2ft)