Bridge Statistics for Aspen Park, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 79ft / 23.9mTotal length
- $2,090,000Total costs
- 166,423Total average daily traffic
- 6,097Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Aspen Park
- No street view available for this location
- Bridge Condition - Deck
- 16.7%Very good
- 83.3%Good
- Bridge Condition - Superstructure
- 33.3%Very good
- 66.7%Good
- Bridge Condition - Substructure
- 33.3%Very good
- 66.7%Good
Find on map >> Show street view
Structure Number: F-15-BY, Location: Conifer (Lat: 39.530678, Lng: -105.305842), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 3,385 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,892 (year 2041), Design Load: HS 25 or greater, Features Intersected: SH 285 ML, Facility Carried by Structure: CONIFR.TWN.CNTR.DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-BY, Location: Conifer (Lat: 39.530678, Lng: -105.305842), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 4.64m (15.22ft), Average Daily Traffic: 3,385 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 3,892 (year 2041), Design Load: HS 25 or greater, Features Intersected: SH 285 ML, Facility Carried by Structure: CONIFR.TWN.CNTR.DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-15-DG, Location: 2 MI NE OF CONIFER (Lat: 39.542922, Lng: -105.291183), Route carried "on" structure: US 285D, Year Built: 2002, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 27,140 (year 2040), Design Load: HS 25 or greater, Features Intersected: CONIFER ROAD, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.238, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 35.5m (116.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,200,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-DG, Location: 2 MI NE OF CONIFER (Lat: 39.542922, Lng: -105.291183), Route carried "on" structure: US 285D, Year Built: 2002, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 27,140 (year 2040), Design Load: HS 25 or greater, Features Intersected: CONIFER ROAD, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 122.238, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 35.5m (116.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $800,000, Roadway Improvement Cost: $80,000, Total Project Cost: $1,200,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-15-DH, Location: Conifer / Aspen Park (Lat: 39.537453, Lng: -105.301711), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 3,451 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,969 (year 2041), Design Load: HS 25 or greater, Features Intersected: US 285 ML, Facility Carried by Structure: WOLFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.8m (9.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-DH, Location: Conifer / Aspen Park (Lat: 39.537453, Lng: -105.301711), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 3,451 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 3,969 (year 2041), Design Load: HS 25 or greater, Features Intersected: US 285 ML, Facility Carried by Structure: WOLFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.8m (9.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-15-DI, Location: Conifer (Lat: 39.521858, Lng: -105.305903), Route carried "on" structure: US 285D, Year Built: 2003, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,500 (year 2040), Design Load: HS 25 or greater, Features Intersected: PLEASANT PARK RD., Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.219, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-DI, Location: Conifer (Lat: 39.521858, Lng: -105.305903), Route carried "on" structure: US 285D, Year Built: 2003, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 30,500 (year 2040), Design Load: HS 25 or greater, Features Intersected: PLEASANT PARK RD., Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 119.219, Lanes on structure: 6, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 91.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-15-DJ, Location: 1/2 MI W OF CONIFER (Lat: 39.513683, Lng: -105.306169), Route carried "on" structure: US 285D, Year Built: 2002, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 31,980 (year 2040), Design Load: HS 25 or greater, Features Intersected: KENNEDY GULCH RD, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.290, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 35.5m (116.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: F-15-DJ, Location: 1/2 MI W OF CONIFER (Lat: 39.513683, Lng: -105.306169), Route carried "on" structure: US 285D, Year Built: 2002, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 31,980 (year 2040), Design Load: HS 25 or greater, Features Intersected: KENNEDY GULCH RD, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 118.290, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.0m (91.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 35.5m (116.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $59,000, Total Project Cost: $890,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-15-DL, Location: NEAR CONIFER (Lat: 39.500881, Lng: -105.331289), Route carried "on" structure: US 285D, Year Built: 2009, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 22,420 (year 2040), Design Load: HL 93, Features Intersected: WILDLIFE CROSSING, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.470, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: F-15-DL, Location: NEAR CONIFER (Lat: 39.500881, Lng: -105.331289), Route carried "on" structure: US 285D, Year Built: 2009, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 19,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 22,420 (year 2040), Design Load: HL 93, Features Intersected: WILDLIFE CROSSING, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 115.470, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Culverts: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Find on map >> Show street view
Structure Number: G-15-I, Location: NEAR CONIFER (Lat: 39.496769, Lng: -105.334256), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,587 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,825 (year 2041), Design Load: HL 93, Features Intersected: US 285 ML, Facility Carried by Structure: RICHMOND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: G-15-I, Location: NEAR CONIFER (Lat: 39.496769, Lng: -105.334256), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 1,587 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,825 (year 2041), Design Load: HL 93, Features Intersected: US 285 ML, Facility Carried by Structure: RICHMOND HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.253, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: F-15-BY, Location: Conifer (Lat: 39.530678, Lng: -105.305842), Route carried "under" structure: US 285D, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 4%, Features Intersected: SH 285 ML, Facility Carried by Structure: CONIFR.TWN.CNTR.DR
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 120.237, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.4m (73.5ft)
Structure Number: F-15-BY, Location: Conifer (Lat: 39.530678, Lng: -105.305842), Route carried "under" structure: US 285D, Year Built: 2005, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 4%, Features Intersected: SH 285 ML, Facility Carried by Structure: CONIFR.TWN.CNTR.DR
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 120.237, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.4m (73.5ft)
Find on map >> Show street view
Structure Number: F-15-DH, Location: Conifer / Aspen Park (Lat: 39.537453, Lng: -105.301711), Route carried "under" structure: US 285D, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 4%, Features Intersected: US 285 ML, Facility Carried by Structure: WOLFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.111, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: F-15-DH, Location: Conifer / Aspen Park (Lat: 39.537453, Lng: -105.301711), Route carried "under" structure: US 285D, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 24,000 (year 2018), Truck Traffic: 4%, Features Intersected: US 285 ML, Facility Carried by Structure: WOLFF AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.111, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 29.3m (96.1ft)
Find on map >> Show street view
Structure Number: G-15-I, Location: NEAR CONIFER (Lat: 39.496769, Lng: -105.334256), Route carried "under" structure: US 285D, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 5%, Features Intersected: US 285 ML, Facility Carried by Structure: RICHMOND HILL ROAD
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.253, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 37.5m (123.0ft)
Structure Number: G-15-I, Location: NEAR CONIFER (Lat: 39.496769, Lng: -105.334256), Route carried "under" structure: US 285D, Year Built: 2008, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 2018), Truck Traffic: 5%, Features Intersected: US 285 ML, Facility Carried by Structure: RICHMOND HILL ROAD
Minimum Vertical Clearance: 6.00m (19.69ft), Kilometerpoint: 0.253, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 37.5m (123.0ft)