Bridge Statistics for Columbine, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 49ft / 14.5mTotal length
- 200,439Total average daily traffic
- 4,755Total average daily truck traffic
- 237,016Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Columbine
- No street view available for this location
- New bridges - historical statistics
- 31960-1969
- 61970-1979
- 51980-1989
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 42.9%Satisfactory
- Bridge Condition - Culverts
- 42.9%Good
- 42.9%Satisfactory
- 14.3%Fair
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Structure Number: F-16-DD, Location: 0.2 MI NO OF JCT SH 470 (Lat: 39.558703, Lng: -105.082539), Route carried "on" structure: State highway 121A, Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: H 20, Features Intersected: PED UNDERPASS,DRAW, Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.541, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 51.6m (169.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: F-16-DD, Location: 0.2 MI NO OF JCT SH 470 (Lat: 39.558703, Lng: -105.082539), Route carried "on" structure: State highway 121A, Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 20,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,000 (year 2040), Design Load: H 20, Features Intersected: PED UNDERPASS,DRAW, Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.541, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 51.6m (169.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: F-16-FV, Location: .2 MI. S. OF COAL MINE RD (Lat: 39.592997, Lng: -105.091211), Route carried "on" structure: State highway 121A, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: H 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: SH121 ML-WADSWORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.488, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Out-to-Out Width: 61.3m (201.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2020
Structure Number: F-16-FV, Location: .2 MI. S. OF COAL MINE RD (Lat: 39.592997, Lng: -105.091211), Route carried "on" structure: State highway 121A, Year Built: 1965, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 31,030 (year 2040), Design Load: H 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: SH121 ML-WADSWORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.488, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft), Out-to-Out Width: 61.3m (201.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: December 2020
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Structure Number: F-16-HY, Location: .75 MI E OF JCT SH 121 (Lat: 39.558756, Lng: -105.077042), Route carried "on" structure: State highway 470A, Year Built: 1968, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 72,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 94,320 (year 2040), Design Load: H 20, Features Intersected: MASSEY DRAW/C470 TRAIL, Facility Carried by Structure: SH 470 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.360, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: F-16-HY, Location: .75 MI E OF JCT SH 121 (Lat: 39.558756, Lng: -105.077042), Route carried "on" structure: State highway 470A, Year Built: 1968, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 72,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 94,320 (year 2040), Design Load: H 20, Features Intersected: MASSEY DRAW/C470 TRAIL, Facility Carried by Structure: SH 470 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.360, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: F-16-LJ, Location: 1.7 MI SW OF JCT US 85 (Lat: 39.599994, Lng: -105.042239), Route carried "on" structure: State highway 75B, Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,260 (year 2040), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: SH 75 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.146, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.0m (16.4ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
Structure Number: F-16-LJ, Location: 1.7 MI SW OF JCT US 85 (Lat: 39.599994, Lng: -105.042239), Route carried "on" structure: State highway 75B, Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,260 (year 2040), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: SH 75 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.146, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.0m (16.4ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019
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Structure Number: J-16-101, Location: .2 MI S OF COAL MINE RD (Lat: 39.592797, Lng: -105.057914), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,261 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,451 (year 2041), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: DEPEW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.763, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: J-16-101, Location: .2 MI S OF COAL MINE RD (Lat: 39.592797, Lng: -105.057914), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 1,261 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,451 (year 2041), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: DEPEW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.763, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: J-16-102, Location: .01 MI S OF ONTARIO AVE (Lat: 39.592372, Lng: -105.053831), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1990, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 346 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 398 (year 2041), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: SHERIDAN BLVD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: J-16-102, Location: .01 MI S OF ONTARIO AVE (Lat: 39.592372, Lng: -105.053831), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 1990, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 346 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 398 (year 2041), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: SHERIDAN BLVD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: J-16-113, Location: .1 MI SO OF CANYON AVE (Lat: 39.574417, Lng: -105.065000), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,608 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,849 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: KENDALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.801, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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 48 months, Inspection Date: Febuary 2019
Structure Number: J-16-113, Location: .1 MI SO OF CANYON AVE (Lat: 39.574417, Lng: -105.065000), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,608 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,849 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: KENDALL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.801, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.7 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 48 months, Inspection Date: Febuary 2019
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Structure Number: J-16-118, Location: .1 MILE SO OF CANYON DR (Lat: 39.574597, Lng: -105.059167), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 708 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 814 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: DEPEW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.394, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: J-16-118, Location: .1 MILE SO OF CANYON DR (Lat: 39.574597, Lng: -105.059167), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 708 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 814 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: DEPEW STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.394, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: J-17-1, Location: .3 MI E OF PIERCE CT (Lat: 39.599278, Lng: -105.067206), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,204 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,384 (year 2041), Features Intersected: LILLEY GULCH, Facility Carried by Structure: WEAVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.196, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: J-17-1, Location: .3 MI E OF PIERCE CT (Lat: 39.599278, Lng: -105.067206), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,204 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,384 (year 2041), Features Intersected: LILLEY GULCH, Facility Carried by Structure: WEAVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.196, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: J-17-12, Location: BOWLES & JAY CT (Lat: 39.609797, Lng: -105.065975), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 26,322 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 30,270 (year 2041), Features Intersected: BOWLES AVE, Facility Carried by Structure: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Out-to-Out Width: 43.2m (141.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: J-17-12, Location: BOWLES & JAY CT (Lat: 39.609797, Lng: -105.065975), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 26,322 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 30,270 (year 2041), Features Intersected: BOWLES AVE, Facility Carried by Structure: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Out-to-Out Width: 43.2m (141.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: J-17-14, Location: .25 MI SW BOWLES&SHER (Lat: 39.605597, Lng: -105.059269), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 523 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 602 (year 2041), Features Intersected: COON CREEK, Facility Carried by Structure: FAIR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.244, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
Structure Number: J-17-14, Location: .25 MI SW BOWLES&SHER (Lat: 39.605597, Lng: -105.059269), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 523 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 602 (year 2041), Features Intersected: COON CREEK, Facility Carried by Structure: FAIR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.244, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Channel: Satisfactory, 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2019
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Structure Number: J-17-4, Location: 1 BLOCK E OF WADSWORTH (Lat: 39.605800, Lng: -105.089525), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,882 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 4,465 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: BALSAM WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.278, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: J-17-4, Location: 1 BLOCK E OF WADSWORTH (Lat: 39.605800, Lng: -105.089525), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 3,882 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 4,465 (year 2041), Design Load: HS 20, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: BALSAM WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.278, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.7m (5.6ft), Out-to-Out Width: 24.5m (80.4ft)
Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: J-17-71, Location: .2 MI N OF COAL MINE RD (Lat: 39.598283, Lng: -105.072714), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,773 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 15,839 (year 2041), Features Intersected: DUTCH CREEK, Facility Carried by Structure: PIERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.571, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: J-17-71, Location: .2 MI N OF COAL MINE RD (Lat: 39.598283, Lng: -105.072714), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 13,773 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 15,839 (year 2041), Features Intersected: DUTCH CREEK, Facility Carried by Structure: PIERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.571, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: J-17-72A, Location: .4 MI NO OF COALMINE RD (Lat: 39.601633, Lng: -105.072647), Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 16,812 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 19,334 (year 2041), Design Load: HS 20, Features Intersected: LILLEY GULCH, Facility Carried by Structure: PIERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.940, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.6m (8.5ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: J-17-72A, Location: .4 MI NO OF COALMINE RD (Lat: 39.601633, Lng: -105.072647), Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 1996, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 16,812 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 19,334 (year 2041), Design Load: HS 20, Features Intersected: LILLEY GULCH, Facility Carried by Structure: PIERCE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.940, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.6m (8.5ft), Out-to-Out Width: 38.6m (126.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021