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

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Structure Number: E-16-YB,  Location: IN BROOMFIELD (Lat: 39.916083,  Lng: -105.094772),  Route carried "on" structure: State highway 121A,  Year Built: 2014,  Status: Open,  Structure Length: 9.13m (29.95ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,970 (year 2040),  Design Load: HL 93,  Features Intersected: US 36 ML,  Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.133,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.7m (110.6ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 48.6 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $498,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $758,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-ZD,  Location: _ (Lat: 39.935989,  Lng: -105.130708),  Route carried "on" structure: US 36B,  Year Built: 2015,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 68,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 77,520 (year 2040),  Design Load: HL 93,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 73.611,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 60.5m (198.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Out-to-Out Width: 73.3m (240.5ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: July 2021

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Structure Number: E-17-MW,  Location: I25 LAFAYETTE INTERCHANGE (Lat: 40.000428,  Lng: -104.980447),  Route carried "on" structure: State highway 7D,  Year Built: 1987,  Status: Open,  Structure Length: 7.27m (23.85ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,610 (year 2040),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 7 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.458,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  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: E-17-ZN,  Location: Just N of NWPkwy-470 (Lat: 39.986572,  Lng: -104.988403),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 9.95m (32.64ft),  Average Daily Traffic: 2,647 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,334 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: I-25,  Facility Carried by Structure: 160TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.371,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-17-ZP,  Location: Just South of 160th Ave (Lat: 39.981228,  Lng: -104.988136),  Route carried "on" structure: Interstate 25A,  Year Built: 2003,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 78,300 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NWP/E470,  Facility Carried by Structure: SB I-25
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 366.185,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-0.5,  Location: 0.50 MI FROM I25 (Lat: 39.983400,  Lng: -104.997197),  Route carried "on" structure: City street HURON,  Year Built: 2002,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 5,000 (year 2009),  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: NWP,  Facility Carried by Structure: Huron Street
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 1.678,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.8m (150.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-01.64,  Location: 1.64 MI FROM I-25 (Lat: 39.984156,  Lng: -105.018467),  Route carried "on" structure: City street SHRDN,  Year Built: 2002,  Status: Open,  Structure Length: 7.48m (24.54ft),  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: NWP,  Facility Carried by Structure: Sheridan Parkway
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 10.253,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-02.56,  Location: 2.56 MILES FROM I-25 (Lat: 39.981475,  Lng: -105.018467),  Route carried "on" structure: City street LOWEL,  Year Built: 2002,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 5,282 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: NWP,  Facility Carried by Structure: Lowell Blvd.
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 16.093,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: Local Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-04.77,  Location: 4.77 MI FROM I-25 (Lat: 39.967239,  Lng: -105.071908),  Route carried "on" structure: City street 120TH,  Year Built: 2002,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 4,189 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: NWP
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.091,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-05.57,  Location: 5.57 MI FROM I-25 (Lat: 39.959331,  Lng: -105.083078),  Route carried "on" structure: Ramp Other road NWPKY,  Year Built: 2002,  Status: Open,  Structure Length: 2.88m (9.45ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: WB Dillon Road,  Facility Carried by Structure: NWP Ramp
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 1.427,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-05.59A,  Location: 5.59 MI FROM I-25 (Lat: 39.959331,  Lng: -105.083400),  Route carried "on" structure: Other road NWPKW,  Year Built: 2002,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 2,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 20,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: WB Dillon Road,  Facility Carried by Structure: NWP EB
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-05.59B,  Location: 5.59 MI FROM I-25 (Lat: 39.959686,  Lng: -105.083697),  Route carried "on" structure: Other road NWPKW,  Year Built: 2002,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,320 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: WB Dillon Road,  Facility Carried by Structure: NWP WB
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 9.009,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-05.68A,  Location: 5.68 MI FROM I-25 (Lat: 39.959089,  Lng: -105.085478),  Route carried "on" structure: Other road NWPKY,  Year Built: 2002,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 25,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: Rock Creek,  Facility Carried by Structure: NWP EB
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 9.107,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-05.68B,  Location: 5.68 MI FROM I-25 (Lat: 39.959286,  Lng: -105.085492),  Route carried "on" structure: Other road 470N,  Year Built: 2002,  Status: Open,  Structure Length: 7.57m (24.84ft),  Average Daily Traffic: 12,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,320 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: Rock Creek,  Facility Carried by Structure: NWP WB
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 9.167,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.3m (135.5ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: NWP-05.7,  Location: 5.70 MI FROM I-25 (Lat: 39.959931,  Lng: -105.085556),  Route carried "on" structure: Ramp Other road 470N,  Year Built: 2002,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 2,300 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: Rock Creek,  Facility Carried by Structure: WB NWP Ramp
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 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: March 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46.28,  Location: I25 NB ramp to NWP WB (Lat: 39.982222,  Lng: -104.989444),  Route carried "under" structure: Ramp Interstate 25A,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 85,600 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-25 and NWP,  Facility Carried by Structure: Ramp B
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 365.548,  Lanes on structure: 1,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 67.3m (220.8ft)

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Structure Number: 46.43,  Location: EB NWP ramp to NB I25 (Lat: 39.981389,  Lng: -104.990833),  Route carried "under" structure: Interstate 25A,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 85,600 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-25 and NWP,  Facility Carried by Structure: Ramp H
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 365.514,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.2m (171.3ft)

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Structure Number: BFD-INTLE-W.FLT,  Location: 400 Ft N. of Interlocken (Lat: 39.930542,  Lng: -105.127656),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 19,784 (year 2007),  Truck Traffic: 2%,  Features Intersected: W. Flatiron Crossing Dr.,  Facility Carried by Structure: Interlocken Loop N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: BFD-INTLW-W.FLT,  Location: 400 Ft N. of Interlocken (Lat: 39.930531,  Lng: -105.127925),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 24,821 (year 2007),  Truck Traffic: 6%,  Features Intersected: W. Flatiron Crossing,  Facility Carried by Structure: Interlocken Loop S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: E-16-HR,  Location: IN BROOMFIELD (Lat: 39.918114,  Lng: -105.090975),  Route carried "under" structure: Spur US 287C,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: US 287 ML, RR SPUR,  Facility Carried by Structure: SH 121 ML NBND
Minimum Vertical Clearance: 8.13m (26.67ft),  Kilometerpoint: 479.673,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: E-16-HS,  Location: IN BROOMFIELD (Lat: 39.918194,  Lng: -105.091142),  Route carried "under" structure: Spur US 287C,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 27,000 (year 2011),  Truck Traffic: 3%,  Features Intersected: US 287 ML, RR SPUR,  Facility Carried by Structure: SH 121 ML SBND
Minimum Vertical Clearance: 7.88m (25.85ft),  Kilometerpoint: 479.675,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.9m (114.5ft)

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Structure Number: E-16-QI,  Location: IN BROOMFIELD (Lat: 39.934442,  Lng: -105.127242),  Route carried "under" structure: US 36B,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 26,086 (year 2016),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: 96TH STREET
Minimum Vertical Clearance: 18.17m (59.61ft),  Kilometerpoint: 0.060,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: E-16-QU,  Location: 3.5 MI W. OF SH 121 (Lat: 39.945217,  Lng: -105.146939),  Route carried "under" structure: US 36B,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 9,559 (year 2016),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: 88TH ST.
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.941,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.9m (160.4ft)

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Structure Number: E-16-XU,  Location: 120TH AVE AND US 36 (Lat: 39.911192,  Lng: -105.088842),  Route carried "under" structure: US 36B,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2011),  Truck Traffic: 2%,  Features Intersected: US 36 ML,  Facility Carried by Structure: SH 128 (120TH AVE)
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 78.037,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.3m (148.6ft)

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Structure Number: E-16-YB,  Location: IN BROOMFIELD (Lat: 39.916083,  Lng: -105.094772),  Route carried "under" structure: US 36B,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 82,000 (year 2011),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 77.288,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: E-17-MW,  Location: I25 LAFAYETTE INTERCHANGE (Lat: 40.000428,  Lng: -104.980447),  Route carried "under" structure: Interstate 25A,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 95,000 (year 2011),  Truck Traffic: 7%,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 7 ML
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 368.712,  Lanes on structure: 7,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: E-17-ZK,  Location: JUST S OF 160TH AVE (Lat: 39.981222,  Lng: -104.987886),  Route carried "under" structure: Other road ,  Year Built: 2002,  Structure Length: 0. m,  Features Intersected: NWP,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

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Structure Number: E-17-ZN,  Location: Just N of NWPkwy-470 (Lat: 39.986572,  Lng: -104.988403),  Route carried "under" structure: Interstate 25A,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 3,949 (year 2016),  Truck Traffic: 13%,  Features Intersected: I-25,  Facility Carried by Structure: 160TH AVE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 4.371,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)

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Structure Number: E-17-ZP,  Location: Just South of 160th Ave (Lat: 39.981228,  Lng: -104.988136),  Route carried "under" structure: Other road ,  Year Built: 2003,  Structure Length: 0. m,  Features Intersected: NWP/E470,  Facility Carried by Structure: SB I-25
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.0m (121.4ft)

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Structure Number: NWP-0.5,  Location: 0.50 MI FROM I25 (Lat: 39.983400,  Lng: -104.997197),  Route carried "under" structure: Other road 470N,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: NWP,  Facility Carried by Structure: Huron Street
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 1.677,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.8m (150.3ft)

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Structure Number: NWP-01.64,  Location: 1.64 MI FROM I-25 (Lat: 39.984156,  Lng: -105.018467),  Route carried "under" structure: Other road 470N,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,400 (year 2014),  Truck Traffic: 10%,  Features Intersected: NWP,  Facility Carried by Structure: Sheridan Parkway
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.253,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: NWP-02.56,  Location: 2.56 MILES FROM I-25 (Lat: 39.981475,  Lng: -105.018467),  Route carried "under" structure: Other road 470N,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2009),  Truck Traffic: 10%,  Features Intersected: NWP,  Facility Carried by Structure: Lowell Blvd.
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.125,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)

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Structure Number: NWP-04.77,  Location: 4.77 MI FROM I-25 (Lat: 39.967239,  Lng: -105.071908),  Route carried "under" structure: Other road 470N,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,500 (year 2014),  Truck Traffic: 10%,  Features Intersected: NWP,  Facility Carried by Structure: 120TH STREET
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.090,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.4m (139.1ft)