Bridge Statistics for Englewood, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 141ft / 42.6mTotal length
- $3,250,000Total costs
- 431,264Total average daily traffic
- 23,637Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Englewood
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 41950-1959
- 61960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 9.1%Good
- 36.4%Satisfactory
- 54.5%Fair
- Bridge Condition - Superstructure
- 18.2%Good
- 18.2%Satisfactory
- 63.6%Fair
- Bridge Condition - Substructure
- 27.3%Good
- 27.3%Satisfactory
- 36.4%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 68.8%Very good
- 18.8%Good
- 12.5%Satisfactory
- Bridge Condition - Culverts
- 66.7%Satisfactory
- 33.3%Fair
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Structure Number: ENGLWD-BRBD, Location: 0.1 MI SOUTH OF BELLEVIEW (Lat: 39.620303, Lng: -104.988017), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 40,486 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 49,393 (year 2041), Design Load: HS 20, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ENGLWD-BRBD, Location: 0.1 MI SOUTH OF BELLEVIEW (Lat: 39.620303, Lng: -104.988017), Route carried "on" structure: City street , Year Built: 1931, Year Reconstructed: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 40,486 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 49,393 (year 2041), Design Load: HS 20, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.388, Lanes on structure: 7, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 27.5m (90.2ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ENGLWD-BRLD, Location: 0.1 MI N OF US 285 (Lat: 39.652314, Lng: -104.987481), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 31,496 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 38,425 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 30.4m (99.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ENGLWD-BRLD, Location: 0.1 MI N OF US 285 (Lat: 39.652314, Lng: -104.987481), Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 31,496 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 38,425 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.926, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.7m (51.5ft), Curb or Sidewalk Widths: Left: 3.9m (12.8ft), Right: 3.9m (12.8ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 30.4m (99.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ENGLWD-BRLDO, Location: JUST N OF US 285 (Lat: 39.652044, Lng: -104.987703), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 31,496 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 38,425 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK OVRFLW, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.897, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, 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: 2.8m (9.2ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: September 2021
Structure Number: ENGLWD-BRLDO, Location: JUST N OF US 285 (Lat: 39.652044, Lng: -104.987703), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 31,496 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 38,425 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK OVRFLW, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.897, Lanes on structure: 5, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 20 degrees, 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: 2.8m (9.2ft), Right: 4.1m (13.5ft), Curb-To-Curb Width: 20.8m (68.2ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: September 2021
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Structure Number: ENGLWD-CLLD, Location: .3 MI S OF HAMPDEN AVE (Lat: 39.648783, Lng: -104.978333), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,616 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 4,411 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: CLARKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: ENGLWD-CLLD, Location: .3 MI S OF HAMPDEN AVE (Lat: 39.648783, Lng: -104.978333), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,616 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 4,411 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: CLARKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.145, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: ENGLWD-DAPR, Location: .3 MI W OF SANTA FE (Lat: 39.660458, Lng: -105.003739), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 14,722 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,961 (year 2041), Features Intersected: SOUTH PLATTE RIVER, Facility Carried by Structure: DARTMOUTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,581,000, Roadway Improvement Cost: $158,000, Total Project Cost: $1,739,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: ENGLWD-DAPR, Location: .3 MI W OF SANTA FE (Lat: 39.660458, Lng: -105.003739), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 14,722 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,961 (year 2041), Features Intersected: SOUTH PLATTE RIVER, Facility Carried by Structure: DARTMOUTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.1m (46.3ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,581,000, Roadway Improvement Cost: $158,000, Total Project Cost: $1,739,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: ENGLWD-ENLD, Location: HAMPDEN/ENG PK TO CUSHING (Lat: 39.652939, Lng: -104.989478), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,961 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,612 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: ENGLEWOOD PK/FLOYD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 999.9m (3,280.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021
Structure Number: ENGLWD-ENLD, Location: HAMPDEN/ENG PK TO CUSHING (Lat: 39.652939, Lng: -104.989478), Route carried "on" structure: City street , Year Built: 1968, Year Reconstructed: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,961 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,612 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: ENGLEWOOD PK/FLOYD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.5m (67.3ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Out-to-Out Width: 999.9m (3,280.5ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2021
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Structure Number: ENGLWD-FOSG, Location: INTERSECTION FOX/STANFORD (Lat: 39.634942, Lng: -104.994894), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 6,225 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,595 (year 2041), Design Load: HS 20+Mod, Features Intersected: SOUTHWEST GREENBELT, Facility Carried by Structure: FOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.615, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: ENGLWD-FOSG, Location: INTERSECTION FOX/STANFORD (Lat: 39.634942, Lng: -104.994894), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 6,225 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 7,595 (year 2041), Design Load: HS 20+Mod, Features Intersected: SOUTHWEST GREENBELT, Facility Carried by Structure: FOX STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.615, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Channel: Good, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: ENGLWD-LOLD, Location: .1 M S OF US 285 (Lat: 39.650339, Lng: -104.982983), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 498 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 607 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: LOGAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.957, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: ENGLWD-LOLD, Location: .1 M S OF US 285 (Lat: 39.650339, Lng: -104.982983), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 498 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 607 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: LOGAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.957, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.9m (42.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.6 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: ENGLWD-PLLDA, Location: .1 M S OF DARTMOUTH (Lat: 39.659722, Lng: -105.002500), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 2,227 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,717 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: S PLATTE RIVER DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: ENGLWD-PLLDA, Location: .1 M S OF DARTMOUTH (Lat: 39.659722, Lng: -105.002500), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 2.15m (7.05ft), Average Daily Traffic: 2,227 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 2,717 (year 2041), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: S PLATTE RIVER DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.0m (65.6ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: ENGLWD-SHLD, Location: JUST N OF US 285 (Lat: 39.651389, Lng: -104.985281), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,762 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,150 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: SHERMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.840, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: ENGLWD-SHLD, Location: JUST N OF US 285 (Lat: 39.651389, Lng: -104.985281), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 1,762 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,150 (year 2041), Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: SHERMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.840, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: ENGLWD-UNPR, Location: 0.3 MI W OF SANTA FE DR (Lat: 39.631942, Lng: -105.014653), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 977 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,192 (year 2041), Features Intersected: SOUTH PLATTE RIVER, Facility Carried by Structure: UNION AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $975,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,073,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: ENGLWD-UNPR, Location: 0.3 MI W OF SANTA FE DR (Lat: 39.631942, Lng: -105.014653), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 977 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 1,192 (year 2041), Features Intersected: SOUTH PLATTE RIVER, Facility Carried by Structure: UNION AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $975,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,073,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: ENGLWD-WMBD, Location: .3 MI N OF BELLEVIEW AVE (Lat: 39.628692, Lng: -105.006697), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 4,656 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,680 (year 2041), Design Load: HS 25 or greater, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: WINDERMERE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.490, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: ENGLWD-WMBD, Location: .3 MI N OF BELLEVIEW AVE (Lat: 39.628692, Lng: -105.006697), Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 4,656 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 5,680 (year 2041), Design Load: HS 25 or greater, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: WINDERMERE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.490, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 77.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: F-16-B, Location: IN ENGLEWOOD (Lat: 39.628997, Lng: -105.009953), Route carried "on" structure: US 85B, Year Built: 1939, Year Reconstructed: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 62,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 75,640 (year 2040), Design Load: HS 20, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.848, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: F-16-B, Location: IN ENGLEWOOD (Lat: 39.628997, Lng: -105.009953), Route carried "on" structure: US 85B, Year Built: 1939, Year Reconstructed: 1978, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 62,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 75,640 (year 2040), Design Load: HS 20, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.848, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 24.9m (81.7ft), Out-to-Out Width: 31.5m (103.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: F-16-BT, Location: IN LITTLETON (Lat: 39.623997, Lng: -105.000558), Route carried "on" structure: State highway 88A, Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 32,190 (year 2040), Design Load: H 20, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: SH 88 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.046, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, 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: June 2020
Structure Number: F-16-BT, Location: IN LITTLETON (Lat: 39.623997, Lng: -105.000558), Route carried "on" structure: State highway 88A, Year Built: 1963, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 29,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 32,190 (year 2040), Design Load: H 20, Features Intersected: BIG DRY CREEK, Facility Carried by Structure: SH 88 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.046, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, 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: June 2020
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Structure Number: F-16-JI, Location: S. side of Dartmouth Ave (Lat: 39.659839, Lng: -104.998633), Route carried "on" structure: US 85B, Year Built: 1977, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 78,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 97,500 (year 2040), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: US 85ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.416, Lanes on structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: September 2020
Structure Number: F-16-JI, Location: S. side of Dartmouth Ave (Lat: 39.659839, Lng: -104.998633), Route carried "on" structure: US 85B, Year Built: 1977, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 78,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 97,500 (year 2040), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: US 85ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.416, Lanes on structure: 11, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 51.2m (168.0ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: September 2020
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Structure Number: F-17-B, Location: IN ENGLEWOOD (Lat: 39.651303, Lng: -104.987500), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 32,540 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 39,699 (year 2041), Design Load: HS 20, Features Intersected: US 285 ML, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.819, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $438,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-17-B, Location: IN ENGLEWOOD (Lat: 39.651303, Lng: -104.987500), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 32,540 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 39,699 (year 2041), Design Load: HS 20, Features Intersected: US 285 ML, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.819, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $438,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-17-CZ, Location: HAMPDEN AT SHERMAN (Lat: 39.651294, Lng: -104.984706), Route carried "on" structure: US 285D, Year Built: 1955, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 46,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 47,380 (year 2040), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.157, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: F-17-CZ, Location: HAMPDEN AT SHERMAN (Lat: 39.651294, Lng: -104.984706), Route carried "on" structure: US 285D, Year Built: 1955, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 46,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 47,380 (year 2040), Design Load: HS 20, Features Intersected: LITTLE DRY CREEK, Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 158.157, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-17-B, Location: IN ENGLEWOOD (Lat: 39.651303, Lng: -104.987500), Route carried "under" structure: US 285D, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 42,602 (year 2016), Truck Traffic: 4%, Features Intersected: US 285 ML, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 3.819, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: F-17-B, Location: IN ENGLEWOOD (Lat: 39.651303, Lng: -104.987500), Route carried "under" structure: US 285D, Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 42,602 (year 2016), Truck Traffic: 4%, Features Intersected: US 285 ML, Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 3.819, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)