Bridge Statistics for Highlands Ranch, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: DOU003-06.40A,  Location: 1.8 MI NORTH OF TITAN RD (Lat: 39.529222,  Lng: -105.054572),  Route carried "on" structure: County highway ,  Year Built: 1993,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 1,046 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,401 (year 2041),  Design Load: HS 20,  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: ROXBOROUGH PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.720,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: DOU004-00.1,  Location: 0.5 MILES SOUTH OF C-470 (Lat: 39.557361,  Lng: -104.988922),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 35,365 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,389 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED DRAW,  Facility Carried by Structure: BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.996,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 30.2m (99.1ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Out-to-Out Width: 92.0m (301.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: January 2021

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Structure Number: DOU007-05.24A,  Location: 0.3 MI WEST OF SANTA FE (Lat: 39.507267,  Lng: -105.024364),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 19,747 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,461 (year 2042),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: TITAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.128,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: DOU007-05.55,  Location: 0.1 MI WEST OF SANTA FE (Lat: 39.508661,  Lng: -105.019414),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 18,542 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,846 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RAILROAD,  Facility Carried by Structure: TITAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.206,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.9m (114.5ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: DOU007-05.95,  Location: JUST WEST OF SANTA FE (Lat: 39.509517,  Lng: -105.018042),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 6.35m (20.83ft),  Average Daily Traffic: 18,542 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,846 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RAILROAD,  Facility Carried by Structure: TITAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.392,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: DOU086-00.12A,  Location: .25 MI WEST OF US 85 (Lat: 39.550814,  Lng: -105.041625),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,414 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,895 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: CARDER CT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: DOU08E-01.15,  Location: .3 MI SW OF LUCENT BLVD (Lat: 39.541100,  Lng: -105.011572),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 25,364 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 33,988 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MARCY GULCH,  Facility Carried by Structure: HIGHLANDS RAN PY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.686,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 54.0m (177.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: January 2021

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Structure Number: DOU29A-00.6,  Location: 0.6 MI W OF SOUTH QUEBEC (Lat: 39.553900,  Lng: -104.919636),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 4,091 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,482 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: GLENEAGLES VILLAGE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.842,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: F-16-IC,  Location: JCT US 85 and SH 470 (Lat: 39.564203,  Lng: -105.033383),  Route carried "on" structure: US 85B,  Year Built: 1970,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 42,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 52,080 (year 2040),  Design Load: HS 20,  Features Intersected: SH 470 ML,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.235,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $726,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $1,089,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-KS,  Location: 0.8 MI SO OF JCT SH 470 (Lat: 39.553078,  Lng: -105.036411),  Route carried "on" structure: US 85B,  Year Built: 1983,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,680 (year 2040),  Design Load: HS 20,  Features Intersected: HIGHLINE CANAL,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.921,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Out-to-Out Width: 37.8m (124.0ft)

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: December 2021

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Structure Number: F-16-V,  Location: .56 MI S of JCT SH 470 (Lat: 39.556808,  Lng: -105.036431),  Route carried "on" structure: US 85B,  Year Built: 1948,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,680 (year 2040),  Design Load: H 20,  Features Intersected: MARCEY GULCH,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.335,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Out-to-Out Width: 41.3m (135.5ft)

Condition: Channel: Fair,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: F-17-HJ,  Location: 2.4 MI WEST OF JCT I 25 (Lat: 39.563528,  Lng: -104.904211),  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 42,306 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,690 (year 2041),  Design Load: HL 93,  Features Intersected: SH 470 ML,  Facility Carried by Structure: QUEBEC STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.268,  Lanes on structure: 8,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 33.8m (110.9ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 21.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-17-HP,  Location: 4 M E OF JCT US 85 (Lat: 39.563144,  Lng: -104.960886),  Route carried "on" structure: State highway 470A,  Year Built: 1984,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,475 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 177-UNIVERSITY BLVD,  Facility Carried by Structure: SH 470 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.022,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-HQ,  Location: 5.2 MI W OF JCT I 25 (Lat: 39.563347,  Lng: -104.960886),  Route carried "on" structure: State highway 470A,  Year Built: 1984,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 48,500 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,475 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SH 177-UNIVERSITY BLVD,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.019,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.4m (96.5ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-HR,  Location: 5.1 M E OF JCT US 85 (Lat: 39.560728,  Lng: -104.941842),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 16,739 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 22,431 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SH 470 ML,  Facility Carried by Structure: COLORADO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.013,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-HS,  Location: 1.96 MI E OF JCT SH 177 (Lat: 39.562311,  Lng: -104.925483),  Route carried "on" structure: State highway 470A,  Year Built: 1984,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,170 (year 2040),  Design Load: HS 20,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: SH 470 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.165,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.0m (75.5ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-HT,  Location: 3.2 M W OF JCT I25 (Lat: 39.562506,  Lng: -104.925550),  Route carried "on" structure: State highway 470A,  Year Built: 1984,  Status: Open,  Structure Length: 3.98m (13.06ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 65,170 (year 2040),  Design Load: HS 20,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.168,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-HW,  Location: 2.5 MI E OF JCT US 85 (Lat: 39.564025,  Lng: -104.988108),  Route carried "on" structure: State highway 470A,  Year Built: 1984,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 5.84m (19.16ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 54,940 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY,  Facility Carried by Structure: SH 470 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.651,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-HX,  Location: 1.5 MI W OF JCT SH 177 (Lat: 39.564194,  Lng: -104.988261),  Route carried "on" structure: State highway 470A,  Year Built: 1985,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 41,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 54,940 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BROADWAY,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.646,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-KQ,  Location: LUCENT BLVD (Lat: 39.559558,  Lng: -105.007811),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 7.23m (23.72ft),  Average Daily Traffic: 19,553 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,202 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: C470 ML,  Facility Carried by Structure: LUCENT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.324,  Lanes on structure: 7,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-16-IC,  Location: JCT US 85 and SH 470 (Lat: 39.564203,  Lng: -105.033383),  Route carried "under" structure: State highway 470A,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 73,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SH 470 ML,  Facility Carried by Structure: US 85 ML
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 27.353,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: F-16-JB,  Location: IN DOUGLAS COUNTY (Lat: 39.509794,  Lng: -105.017394),  Route carried "under" structure: US 85B,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 10,026 (year 2017),  Truck Traffic: 6%,  Features Intersected: SH 85 ML,  Facility Carried by Structure: TITAN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.444,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: F-17-HJ,  Location: 2.4 MI WEST OF JCT I 25 (Lat: 39.563528,  Lng: -104.904211),  Route carried "under" structure: State highway 470A,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 52,735 (year 2017),  Truck Traffic: 5%,  Features Intersected: SH 470 ML,  Facility Carried by Structure: QUEBEC STREET
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 5.268,  Lanes on structure: 8,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: F-17-HP,  Location: 4 M E OF JCT US 85 (Lat: 39.563144,  Lng: -104.960886),  Route carried "under" structure: State highway 177A,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 34,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: SH 177-UNIVERSITY BLVD,  Facility Carried by Structure: SH 470 ML EBND
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.002,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: F-17-HQ,  Location: 5.2 MI W OF JCT I 25 (Lat: 39.563347,  Lng: -104.960886),  Route carried "under" structure: State highway 177A,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 113,000 (year 2018),  Truck Traffic: 2%,  Features Intersected: SH 177-UNIVERSITY BLVD,  Facility Carried by Structure: SH 470 ML WBND
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 34.020,  Lanes on structure: 4,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.4m (96.5ft)

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Structure Number: F-17-HR,  Location: 5.1 M E OF JCT US 85 (Lat: 39.560728,  Lng: -104.941842),  Route carried "under" structure: State highway 470A,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 23,110 (year 2017),  Truck Traffic: 5%,  Features Intersected: SH 470 ML,  Facility Carried by Structure: COLORADO BLVD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 2.012,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: F-17-KQ,  Location: LUCENT BLVD (Lat: 39.559558,  Lng: -105.007811),  Route carried "under" structure: State highway 470A,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 24,722 (year 2017),  Truck Traffic: 6%,  Features Intersected: C470 ML,  Facility Carried by Structure: LUCENT BLVD
Minimum Vertical Clearance: 18.17m (59.61ft),  Kilometerpoint: 2.324,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 37.9m (124.3ft)