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

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Structure Number: D-18-B,  Location: 3.5 MI E OF JCT I-76 (Lat: 40.073208,  Lng: -104.584775),  Route carried "on" structure: State highway 52A,  Year Built: 1952,  Status: Temporarily open,  Structure Length: 1.42m (4.66ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,234 (year 2040),  Design Load: H 20,  Features Intersected: DENVER HUDSON CANAL,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.500,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 12 months,  Inspection Date: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-18-BD,  Location: 2.7 MI E OF JCT I-76 (Lat: 40.073161,  Lng: -104.597631),  Route carried "on" structure: State highway 52A,  Year Built: 1965,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,234 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CREEK,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.404,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: D-18-BO,  Location: 5 MI E OF JCT SH 7 (Lat: 40.044583,  Lng: -104.671472),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 14.08m (46.19ft),  Average Daily Traffic: 25,000 (year 2018),  Average Future Daily Traffic: 115 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I 76 ML, BNSF RR,  Facility Carried by Structure: COUNTY ROAD 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.566,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.0m (177.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 12.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 7.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: D-18-BP,  Location: 5.4 MILES NE OF JCT SH 7 (Lat: 40.046153,  Lng: -104.670600),  Route carried "on" structure: ServiceInterstate 76A,  Year Built: 1981,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,260 (year 2040),  Design Load: HS 20,  Features Intersected: SEQUINE GULCH SR,  Facility Carried by Structure: WEST FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.399,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019

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Structure Number: D-18-BQ,  Location: 0.2 S OF I76 (Lat: 40.044314,  Lng: -104.666297),  Route carried "on" structure: ServiceInterstate 76A,  Year Built: 1983,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,260 (year 2040),  Design Load: HS 20,  Features Intersected: DRAW AR,  Facility Carried by Structure: CO RD 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.248,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 18.3m (60.0ft)

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 48 months,  Inspection Date: January 2019

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Structure Number: D-18-BR,  Location: 9.6 MI E OF JCT SH 85 (Lat: 40.074664,  Lng: -104.647142),  Route carried "on" structure: State highway 52A,  Year Built: 2000,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,107 (year 2040),  Design Load: HS 20,  Features Intersected: I 76 ML,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.125,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.6m (90.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-18-BS,  Location: 2.4 MI NE OF JCT SH 52 (Lat: 40.098503,  Lng: -104.607264),  Route carried "on" structure: Interstate 76A,  Year Built: 2000,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,800 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CRK FRM ACC. R,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.917,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable 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: $1,000,  Total Project Cost: $2,000,  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: D-18-BT,  Location: 27.9 MI SW OF JCT SH 144 (Lat: 40.098897,  Lng: -104.607425),  Route carried "on" structure: Interstate 76A,  Year Built: 2000,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,800 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CRK FRM. ACCES,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.937,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable 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: $1,000,  Total Project Cost: $2,000,  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: D-18-BU,  Location: 2.8 MI NE OF JCT SH 52 (Lat: 40.101547,  Lng: -104.602867),  Route carried "on" structure: Interstate 76A,  Year Built: 2000,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,800 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 49,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.423,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-18-BV,  Location: 4.5 MI W of Keenesburg (Lat: 40.101967,  Lng: -104.602911),  Route carried "on" structure: Interstate 76A,  Year Built: 2000,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 10,500 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 16,800 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 49,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.447,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.0m (72.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Febuary 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: D-18-BW,  Location: 2.4 MI NE OF JCT SH 52 (Lat: 40.098125,  Lng: -104.606953),  Route carried "on" structure: ServiceInterstate 76A,  Year Built: 2000,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 33,600 (year 2040),  Design Load: HS 20,  Features Intersected: BOX ELDER CREEK SR,  Facility Carried by Structure: I 76 SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.439,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: Febuary 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: D-18-B_MINOR,  Location: 1.2 MI W OF JCT I 76 (Lat: 40.080481,  Lng: -104.667186),  Route carried "on" structure: State highway 52A,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 9,100 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,107 (year 2040),  Features Intersected: BEEBE CANAL,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.158,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-18-C,  Location: 4.3 MI E OF JCT I-76 (Lat: 40.073200,  Lng: -104.567100),  Route carried "on" structure: State highway 52A,  Year Built: 1952,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 2,900 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 4,234 (year 2040),  Design Load: H 20,  Features Intersected: DENVER HUDSON CANAL,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.008,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-18-I,  Location: 5.4 MI NE OF JCT SH 7 (Lat: 40.045878,  Lng: -104.669347),  Route carried "on" structure: Interstate 76A,  Year Built: 1935,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 23,000 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,260 (year 2040),  Design Load: H 15,  Features Intersected: SEQUINE GULCH,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.850,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 44.8m (147.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: March 2021

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Structure Number: D-18-P,  Location: 3.49 MI NW OF JCT SH 52 (Lat: 40.104750,  Lng: -104.593892),  Route carried "on" structure: Interstate 76A,  Year Built: 1961,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 16,000 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 22,560 (year 2040),  Design Load: HS 20,  Features Intersected: JIM CREEK,  Facility Carried by Structure: I 76 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.274,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Out-to-Out Width: 81.2m (266.4ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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: WEL004.0_045.0A,  Location: 0.5 Mi E of Co Rd 45 (Lat: 40.015047,  Lng: -104.631414),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 624 (year 2020),  Truck Traffic: 36%,  Average Future Daily Traffic: 886 (year 2040),  Design Load: HS 20,  Features Intersected: Denver Hudson Canal,  Facility Carried by Structure: County Road 4
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.362,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 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: 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 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL008.0-041.0A,  Location: 0.1 Mi E of CR 41 (Lat: 40.044306,  Lng: -104.681417),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 2,357 (year 2020),  Truck Traffic: 37%,  Average Future Daily Traffic: 3,347 (year 2040),  Design Load: HS 20,  Features Intersected: Beebe Seep Canal,  Facility Carried by Structure: County Road 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.215,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL008.0-043.0A,  Location: 1.4 Mi E of Co Rd 41 (Lat: 40.044192,  Lng: -104.651953),  Route carried "on" structure: County highway ,  Year Built: 1974,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1,105 (year 2020),  Truck Traffic: 30%,  Average Future Daily Traffic: 1,569 (year 2040),  Design Load: HS 20,  Features Intersected: Neres Canal,  Facility Carried by Structure: County Road 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.045,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL010.0-051.0A,  Location: 0.1 Mi E of Co Rd 51 (Lat: 40.058889,  Lng: -104.579000),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 74 (year 2020),  Truck Traffic: 47%,  Average Future Daily Traffic: 105 (year 2040),  Design Load: HS 20,  Features Intersected: Denver Hudson Canal,  Facility Carried by Structure: County Road 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: WEL022.0_043.0A,  Location: 1.5 Mi E of Co Rd 41 (Lat: 40.145944,  Lng: -104.650167),  Route carried "on" structure: County highway ,  Year Built: 1994,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 2,671 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 3,793 (year 2040),  Design Load: HS 20,  Features Intersected: Beebe Seep Canal,  Facility Carried by Structure: County Road 22
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.702,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL045.0-006.0A,  Location: 1.0 Mi N of Co Rd 6 (Lat: 40.030258,  Lng: -104.640800),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 2,209 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,137 (year 2040),  Design Load: HS 20,  Features Intersected: Hudson Annex Canal,  Facility Carried by Structure: County Road 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.255,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of 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: Febuary 2022,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL045.0_008.0A,  Location: 0.4 Mi North of Co Rd 8 (Lat: 40.050650,  Lng: -104.640622),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,076 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 2,948 (year 2040),  Design Load: HS 20,  Features Intersected: Neres Canal,  Facility Carried by Structure: County Road 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: WEL049.0-016.0A,  Location: 0.5 mi N of I-76 (Lat: 40.110833,  Lng: -104.602861),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 12,677 (year 2020),  Truck Traffic: 48%,  Average Future Daily Traffic: 18,001 (year 2040),  Design Load: HL 93,  Features Intersected: Jim Creek,  Facility Carried by Structure: County Road 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.270,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 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: 42.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: WEL049.0-024.0A,  Location: 1.3 MI N of CR 22 (Lat: 40.164322,  Lng: -104.602897),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 11,750 (year 2020),  Truck Traffic: 38%,  Average Future Daily Traffic: 16,685 (year 2040),  Design Load: HL 93,  Features Intersected: Box Elder Creek,  Facility Carried by Structure: County Road 49
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.270,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 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: 38.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: D-18-BO,  Location: 5 MI E OF JCT SH 7 (Lat: 40.044583,  Lng: -104.671472),  Route carried "under" structure: Interstate 76A,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 25,000 (year 2018),  Truck Traffic: 18%,  Features Intersected: I 76 ML, BNSF RR,  Facility Carried by Structure: COUNTY ROAD 8
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.566,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.0m (177.2ft)

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Structure Number: D-18-BR,  Location: 9.6 MI E OF JCT SH 85 (Lat: 40.074664,  Lng: -104.647142),  Route carried "under" structure: Interstate 76A,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 8,800 (year 2018),  Truck Traffic: 17%,  Features Intersected: I 76 ML,  Facility Carried by Structure: SH 52 ML
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 47.126,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: D-18-BS,  Location: 2.4 MI NE OF JCT SH 52 (Lat: 40.098503,  Lng: -104.607264),  Route carried "under" structure: ServiceOther road ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 20%,  Features Intersected: BOX ELDER CRK FRM ACC. R,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 3.20m (10.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: D-18-BT,  Location: 27.9 MI SW OF JCT SH 144 (Lat: 40.098897,  Lng: -104.607425),  Route carried "under" structure: Other road ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: BOX ELDER CRK FRM. ACCES,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 16.93m (55.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: D-18-BU,  Location: 2.8 MI NE OF JCT SH 52 (Lat: 40.101547,  Lng: -104.602867),  Route carried "under" structure: County highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 1%,  Features Intersected: COUNTY ROAD 49,  Facility Carried by Structure: I 76 ML EBND
Minimum Vertical Clearance: 16.93m (55.54ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.4m (30.8ft)

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Structure Number: D-18-BV,  Location: 4.5 MI W of Keenesburg (Lat: 40.101967,  Lng: -104.602911),  Route carried "under" structure: _,  Year Built: 2000,  Structure Length: 0. m,  Features Intersected: COUNTY ROAD 49,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.0m (72.2ft)