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

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Structure Number: WST15-10-J,  Location: 0.5 MI S OF CHURCH RANCH (Lat: 39.882922,  Lng: -105.067436),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 7.03m (23.06ft),  Average Daily Traffic: 4,300 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,945 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: WESTMINSTER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.242,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: WST16-11-J,  Location: .3 MI SW US 36 & 104T (Lat: 39.885083,  Lng: -105.075169),  Route carried "on" structure: City street ,  Year Built: 1991,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 28,002 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 32,203 (year 2041),  Design Load: HS 20,  Features Intersected: WALNUT CREEK,  Facility Carried by Structure: CHURCH RANCH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.268,  Lanes on structure: 10,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 44.9m (147.3ft),  Out-to-Out Width: 46.6m (152.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: WST16-12-J,  Location: .2 MI SE OF CHURCH RANCH (Lat: 39.878356,  Lng: -105.076181),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 4,806 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,526 (year 2041),  Design Load: HS 20,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: WESTCLIFF PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: WST17-10-H,  Location: .7 MI W OF SHERIDAN BLVD (Lat: 39.887139,  Lng: -105.065169),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.97m (6.46ft),  Average Daily Traffic: 25,844 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 29,721 (year 2041),  Design Load: HS 20,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: 104TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.629,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: WST18-09-H,  Location: .5 MI W OF SHERIDAN BLVD (Lat: 39.885444,  Lng: -105.061817),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.36m (4.46ft),  Average Daily Traffic: 25,211 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,993 (year 2041),  Design Load: HS 20,  Features Intersected: S. BRANCH HYLAND CREEK,  Facility Carried by Structure: 104TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.983,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.8m (15.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: WST18-12-H,  Location: 104TH AVENUE E WADSWORTH (Lat: 39.885139,  Lng: -105.092308),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 995 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,144 (year 2041),  Features Intersected: TRIB TO BIG DRY CREEK,  Facility Carried by Structure: DOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.506,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: WST18-14-J,  Location: .5 MI E OF WADSWORTH BLVD (Lat: 39.881208,  Lng: -105.087342),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 117 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 134 (year 2041),  Design Load: HS 20,  Features Intersected: CHURCH RANCH BOULEVARD,  Facility Carried by Structure: ZEPHYR STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.845,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WST19-09-E,  Location: JUST S OF W 120TH AVE (Lat: 39.913908,  Lng: -105.052561),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 16,503 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 21,453 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: SHERIDAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.975,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 0.0m,  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: December 2021

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Structure Number: WST19-10-E,  Location: .1 MI E SHERIDAN S 120TH (Lat: 39.913889,  Lng: -105.051111),  Route carried "on" structure: Ramp City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,450 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,885 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: W MALL ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.543,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WST19-11-E,  Location: .2 MI E SHERIDAN S 120TH (Lat: 39.913864,  Lng: -105.049564),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,245 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,619 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: E MALL ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.411,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 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: December 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WST19-12-E,  Location: .3 MI E SHERIDAN S 120TH (Lat: 39.913728,  Lng: -105.046275),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 7,063 (year 2021),  Average Future Daily Traffic: 9,183 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: VRAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: WST19-13-E,  Location: 0.1 MI W OF PERRY ST (Lat: 39.913769,  Lng: -105.041664),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,603 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,383 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: BRADBURN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.513,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Channel: Very 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,  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: December 2021

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Structure Number: WST20-05-C,  Location: .6 MI N OF 120TH AVE (Lat: 39.923100,  Lng: -105.014381),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 14,581 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 18,955 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: FEDERAL PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.602,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 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,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: WST20-05-D,  Location: N OF 120TH AVE ON FEDERAL (Lat: 39.915286,  Lng: -105.025050),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,952 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,238 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RANCH CREEK,  Facility Carried by Structure: FEDERAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.121,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Channel: Good,  Culverts: Good,  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: WST20-06-B,  Location: 0.6 MI W OF HURON ST. (Lat: 39.928556,  Lng: -105.010325),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 17,866 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,225 (year 2041),  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: 128TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 45.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: WST21-03-A,  Location: .2 MI N OF 128TH AVENUE (Lat: 39.933842,  Lng: -104.997017),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 12,488 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,234 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: HURON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.511,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: December 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: WST21-04-A,  Location: 1 BLK S OF 132ND AVE (Lat: 39.936878,  Lng: -104.996794),  Route carried "on" structure: City street ,  Year Built: 1978,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 11,054 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 14,371 (year 2041),  Features Intersected: BULL CANAL,  Facility Carried by Structure: HURON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.848,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 28.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WST22-08-F,  Location: 0.25 MI E OF SHERIDAN BLV (Lat: 39.906997,  Lng: -105.048392),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,803 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,343 (year 2041),  Features Intersected: COZY CORNER TRIBUTARY #5,  Facility Carried by Structure: WOLFF ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Very 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,  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: December 2021

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Structure Number: WST22-15-L,  Location: 0.05 MI N OF 98TH AVE (Lat: 39.874800,  Lng: -105.081456),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 8,654 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,953 (year 2041),  Design Load: HL 93,  Features Intersected: BIG DRY CREEK,  Facility Carried by Structure: WADSWORTH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.168,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.3 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: March 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: WST23-02-A,  Location: JUST N OF 134TH AVE (Lat: 39.940581,  Lng: -104.996758),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 11,623 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,110 (year 2041),  Features Intersected: QUAIL CREEK,  Facility Carried by Structure: HURON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.257,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Channel: Very 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,  Deck Geometry: High priority of corrective action,  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: WST24-02-W,  Location: 0.25 MI S OF 152ND AVE (Lat: 39.968342,  Lng: -104.997022),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,232 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,702 (year 2041),  Features Intersected: SHAY DITCH,  Facility Carried by Structure: HURON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.379,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Channel: Very 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: WST25-02-X,  Location: 0.10 MI W OF I-25 (Lat: 39.957600,  Lng: -104.990197),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.53m (5.02ft),  Average Daily Traffic: 26,804 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 34,846 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WEST FRONTAGE RD,  Facility Carried by Structure: 144TH AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.185,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.0m (88.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.7m (48.2ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 53.6m (175.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WST26-06-W,  Location: 0.2 MI EAST OF HURON ST. (Lat: 39.953931,  Lng: -104.993792),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 4,895 (year 2021),  Average Future Daily Traffic: 6,363 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: ORCHARD PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Channel: Very 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: E-16-KY,  Location: BETWEEN 92ND & 104TH (Lat: 39.872281,  Lng: -105.061453),  Route carried "under" structure: US 36B,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 102,000 (year 2018),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: HARLAN/WEST.BLVD.
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.428,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: E-16-LA,  Location: JUST W OF SHERIDAN BLVD (Lat: 39.863364,  Lng: -105.056914),  Route carried "under" structure: US 36B,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 28,080 (year 2016),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: 92ND AVENUE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.474,  Lanes on structure: 9,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.7m (133.5ft)

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Structure Number: E-16-NM,  Location: 2.4 MI SE BOULDER-JEFF CL (Lat: 39.886775,  Lng: -105.071994),  Route carried "under" structure: US 36B,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 34,112 (year 2016),  Truck Traffic: 2%,  Features Intersected: US 36 ML,  Facility Carried by Structure: 104TH AVE/CHURCH R
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 2.608,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.9m (104.7ft)

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Structure Number: E-16-PX,  Location: FEDERAL @ US 36 IN WEST. (Lat: 39.835633,  Lng: -105.024708),  Route carried "under" structure: US 36B,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 50,000 (year 2018),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 10.588,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.0m (170.6ft)

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Structure Number: E-16-WW,  Location: 0.2 MI NW CHURCH RANCH RD (Lat: 39.889750,  Lng: -105.073411),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: Promenade Dr.,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 16.93m (55.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: E-16-YC,  Location: 1.5 MI S of SH128 (Lat: 39.901467,  Lng: -105.081917),  Route carried "under" structure: US 36B,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 10,491 (year 2016),  Truck Traffic: 2%,  Features Intersected: US 36 ML,  Facility Carried by Structure: CNTY RD / OLD WADS
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 1.762,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: E-16-YF,  Location: IN WESTMINSTER (Lat: 39.842067,  Lng: -105.039822),  Route carried "under" structure: US 36B,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 17,439 (year 2016),  Truck Traffic: 4%,  Features Intersected: US 36 ML,  Facility Carried by Structure: 80TH AVE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 1.175,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: E-16-ZB,  Location: IN WESTMINSTER (Lat: 39.859431,  Lng: -105.055072),  Route carried "under" structure: US 36B,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 103,000 (year 2008),  Truck Traffic: 3%,  Features Intersected: US 36 ML,  Facility Carried by Structure: SH 95 ML(SHERIDAN)
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 84.439,  Lanes on structure: 9,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.6m (116.8ft)

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Structure Number: WST18-14-J,  Location: .5 MI E OF WADSWORTH BLVD (Lat: 39.881208,  Lng: -105.087342),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 38,920 (year 2003),  Truck Traffic: 3%,  Features Intersected: CHURCH RANCH BOULEVARD,  Facility Carried by Structure: ZEPHYR STREET
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: WST25-02-X,  Location: 0.10 MI W OF I-25 (Lat: 39.957600,  Lng: -104.990197),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: WEST FRONTAGE RD,  Facility Carried by Structure: 144TH AVE
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 14.7m (48.2ft)