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

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Structure Number: C-17-AZ,  Location: 4.7 MI E OF SH 257 (Lat: 40.421247,  Lng: -104.785069),  Route carried "on" structure: Business US 34D,  Year Built: 1999,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 21,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,500 (year 2040),  Design Load: HS 20,  Features Intersected: SHEEP DRAW,  Facility Carried by Structure: US 34 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.228,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 73.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C-17-BD,  Location: 4.2 MI E OF JCT SH 257 (Lat: 40.480628,  Lng: -104.808975),  Route carried "on" structure: State highway 392B,  Year Built: 2003,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 8,100 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,583 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.783,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: C-17-EX,  Location: 3.8 MI W OF JCT US 85-C (Lat: 40.391936,  Lng: -104.761528),  Route carried "on" structure: US 34A,  Year Built: 1967,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,720 (year 2040),  Design Load: H 20,  Features Intersected: LOVELAND-GREELEY CANAL,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 174.231,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: November 2021

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Structure Number: C-17-EY,  Location: 2 MI W OF GREELEY (Lat: 40.391925,  Lng: -104.778167),  Route carried "on" structure: US 34A,  Year Built: 1967,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 32,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 46,720 (year 2040),  Design Load: H 20,  Features Intersected: LOVELAND-GREELEY CANAL,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.816,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 45.1m (148.0ft)

Condition: Deck: Satisfactory,  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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-17-FA,  Location: 6 MI E OF JCT I-25 (Lat: 40.406283,  Lng: -104.876178),  Route carried "on" structure: Business US 34D,  Year Built: 1977,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 10.59m (34.74ft),  Average Daily Traffic: 7,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 10,500 (year 2040),  Design Load: HS 20,  Features Intersected: US 34 ML,  Facility Carried by Structure: US 34-D EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.953,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal 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: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C-17-FO,  Location: WEST OF GREELEY (Lat: 40.406217,  Lng: -104.869747),  Route carried "on" structure: Bypass State highway 257A,  Year Built: 1999,  Status: Open,  Structure Length: 7.34m (24.08ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,576 (year 2040),  Design Load: HS 20,  Features Intersected: US 34 BYPASS,  Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.204,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.4m (119.4ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C-17-FP,  Location: WEST OF GREELEY (Lat: 40.410389,  Lng: -104.869747),  Route carried "on" structure: State highway 257A,  Year Built: 1999,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,576 (year 2040),  Design Load: HS 20,  Features Intersected: US 34 BYPASS,  Facility Carried by Structure: SH 257 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.668,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: C-17-FQ,  Location: 6 MI W OF GREELEY (Lat: 40.406239,  Lng: -104.834419),  Route carried "on" structure: US 34A,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,560 (year 2040),  Design Load: HS 20,  Features Intersected: SHEEP DRAW,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.573,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Out-to-Out Width: 58.5m (191.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2021

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Structure Number: C-17-FR,  Location: 95TH AVE/US 34 (Lat: 40.407006,  Lng: -104.832192),  Route carried "on" structure: US 34A,  Year Built: 1968,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 26,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 40,560 (year 2040),  Design Load: HS 20,  Features Intersected: SHEEP DRAW,  Facility Carried by Structure: 95TH AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.822,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: November 2021

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Structure Number: C-18-AO,  Location: IN GREELEY (Lat: 40.393200,  Lng: -104.683264),  Route carried "on" structure: US 34A,  Year Built: 1962,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,595 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: US 34 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.0m (62.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-AZ,  Location: 5.5 MI E OF JCT US 85 (Lat: 40.478619,  Lng: -104.594367),  Route carried "on" structure: State highway 392B,  Year Built: 1965,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,600 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,660 (year 2040),  Design Load: HS 20,  Features Intersected: LONE TREE CREEK,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.001,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  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: November 2021

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Structure Number: C-18-BB,  Location: S. SIDE OF GREELEY (Lat: 40.390158,  Lng: -104.688667),  Route carried "on" structure: Bypass US 34A,  Year Built: 1968,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,190 (year 2040),  Design Load: HS 20,  Features Intersected: US 85 BUSS RT,  Facility Carried by Structure: US 34 BYPASS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.444,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 30.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-BH,  Location: S. SIDE OF GREELEY (Lat: 40.391586,  Lng: -104.683617),  Route carried "on" structure: US 34A,  Year Built: 1962,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,595 (year 2040),  Design Load: HS 20,  Features Intersected: UP RR,  Facility Carried by Structure: US 34 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 180.908,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.73m (18.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $775,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $1,162,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: C-18-BK,  Location: IN GREELEY (Lat: 40.449608,  Lng: -104.693289),  Route carried "on" structure: Business US 85L,  Year Built: 1962,  Status: Open,  Structure Length: 10.50m (34.45ft),  Average Daily Traffic: 4,750 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,605 (year 2040),  Design Load: HS 20,  Features Intersected: US 85 BUSS RT,  Facility Carried by Structure: US 85 BYPASS SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.017,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 51.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-18-BL,  Location: IN GREELEY (Lat: 40.449161,  Lng: -104.691036),  Route carried "on" structure: US 85L,  Year Built: 1962,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 4,750 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,605 (year 2040),  Design Load: HS 20,  Features Intersected: CO.RD 39.5, UP RR,  Facility Carried by Structure: US 85 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.828,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.24m (30.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $371,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $557,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-BM,  Location: N END OF GREELEY (Lat: 40.448936,  Lng: -104.690928),  Route carried "on" structure: US 85L,  Year Built: 1962,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 4,750 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,605 (year 2040),  Design Load: HS 20,  Features Intersected: CO.RD 39.5, UP RR,  Facility Carried by Structure: US 85 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.811,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 14 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: C-18-BN,  Location: N. EDGE OF GREELEY (Lat: 40.422806,  Lng: -104.678811),  Route carried "on" structure: US 85L,  Year Built: 1962,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,740 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: US 85 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.486,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other

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Structure Number: C-18-BO,  Location: N. EDGE OF GREELEY (Lat: 40.422800,  Lng: -104.678811),  Route carried "on" structure: US 85L,  Year Built: 1962,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 11,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,740 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: US 85 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $399,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $599,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other

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Structure Number: C-18-BR,  Location: 0.1 MI E OF JCT US 85 (Lat: 40.480947,  Lng: -104.697614),  Route carried "on" structure: State highway 392B,  Year Built: 1965,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 5,600 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,632 (year 2040),  Design Load: HS 20,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.240,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

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: 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: November 2021

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Structure Number: C-18-CA,  Location: AT LUCERNE (Lat: 40.480025,  Lng: -104.699647),  Route carried "on" structure: US 85L,  Year Built: 1964,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,020 (year 2040),  Design Load: HS 20,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: US 85 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.425,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-DD,  Location: IN GREELEY (Lat: 40.440369,  Lng: -104.691803),  Route carried "on" structure: US 85H,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,002 (year 2040),  Design Load: HS 20,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: US 85 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.988,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 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,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $409,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $614,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-ED,  Location: 0.8 MI W OF JCT SH 34-D (Lat: 40.393778,  Lng: -104.652475),  Route carried "on" structure: US 34A,  Year Built: 1976,  Status: Open,  Structure Length: 28.10m (92.19ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,685 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: US 34 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.584,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: C-18-EL,  Location: S.E. CORNER OF GREELEY (Lat: 40.393639,  Lng: -104.680436),  Route carried "on" structure: Ramp US 34A,  Year Built: 1975,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,595 (year 2040),  Design Load: HS 20,  Features Intersected: US 85 ML NBND R,  Facility Carried by Structure: US 34 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.207,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-EM,  Location: S.E. CORNER OF GREELEY (Lat: 40.393475,  Lng: -104.680517),  Route carried "on" structure: Ramp US 34A,  Year Built: 1975,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 33,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 47,190 (year 2040),  Design Load: HS 20,  Features Intersected: US 85 ML NBND R,  Facility Carried by Structure: RAMP TO US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.5m (106.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C-18-EN,  Location: 6.2 MI E OF JCT US 85 (Lat: 40.478692,  Lng: -104.580897),  Route carried "on" structure: State highway 392B,  Year Built: 1965,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,100 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 5,890 (year 2040),  Design Load: HS 20,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.145,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 6.3m (20.7ft),  Out-to-Out Width: 10.8m (35.4ft)

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: November 2021

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Structure Number: C-18-EO,  Location: 0.72 MI. E OF JCT US 85 (Lat: 40.392822,  Lng: -104.678083),  Route carried "on" structure: US 34A,  Year Built: 1975,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,685 (year 2040),  Design Load: HS 20,  Features Intersected: 1ST AVE,  Facility Carried by Structure: US 34 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.407,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-EP,  Location: 0.71 MI E OF JCT US 85 (Lat: 40.392481,  Lng: -104.678083),  Route carried "on" structure: US 34A,  Year Built: 1975,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,685 (year 2040),  Design Load: HS 20,  Features Intersected: 1ST AVE,  Facility Carried by Structure: US 34 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.405,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-18-EQ,  Location: 1.6 MI E OF JCT SH85-G (Lat: 40.393508,  Lng: -104.652794),  Route carried "on" structure: US 34A,  Year Built: 1976,  Status: Open,  Structure Length: 28.10m (92.19ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,685 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: US 34 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 183.555,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C-18-ER,  Location: IN GREELEY (Lat: 40.391958,  Lng: -104.716017),  Route carried "on" structure: US 34A,  Year Built: 1974,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,820 (year 2040),  Design Load: HS 20,  Features Intersected: 23RD AVE,  Facility Carried by Structure: US 34 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 178.098,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: C-18-G,  Location: IN GREELEY (Lat: 40.440350,  Lng: -104.692014),  Route carried "on" structure: US 85H,  Year Built: 1949,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.39m (24.25ft),  Average Daily Traffic: 3,450 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,002 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CACHE LA POUDRE RIVER,  Facility Carried by Structure: US 85 ML BUS RT SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.988,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 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: July 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: C-18-I,  Location: 18TH AVE & 10TH ST IN GRE (Lat: 40.422744,  Lng: -104.708419),  Route carried "on" structure: US 34D,  Year Built: 1947,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 4,350 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,872 (year 2040),  Design Load: HS 20,  Features Intersected: GREELEY CANAL NO 3,  Facility Carried by Structure: US 34 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.739,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 62.0m (203.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-18-J,  Location: 2.9 MI E OF JCT US 85-C (Lat: 40.396242,  Lng: -104.638011),  Route carried "on" structure: Business US 34D,  Year Built: 1961,  Status: Open,  Structure Length: 24.95m (81.86ft),  Average Daily Traffic: 1,600 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,016 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH PLATTE RIVER,  Facility Carried by Structure: US 34 BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.738,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.97m (81.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,500,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $3,750,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: C-18-LA,  Location: At Lucerne (Lat: 40.480000,  Lng: -104.699444),  Route carried "on" structure: US 85L,  Year Built: 2017,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 6,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,020 (year 2040),  Design Load: HL 93,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: US 85 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.421,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.3 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: 45.4 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: C-18-Q,  Location: 7.8 MI E OF SH 257 (Lat: 40.481072,  Lng: -104.738153),  Route carried "on" structure: State highway 392B,  Year Built: 1969,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,075 (year 2040),  Design Load: HS 20,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.798,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: C-18-S,  Location: 8.7 MI E OF JCT SH 257 (Lat: 40.481086,  Lng: -104.722439),  Route carried "on" structure: State highway 392B,  Year Built: 1955,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,075 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GREELEY CANAL NO 2,  Facility Carried by Structure: SH 392 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.132,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $59,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GREELEY-0000001,  Location: Btwn 6th and 7th Ave (Lat: 40.411833,  Lng: -104.688056),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 443 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 629 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley No. 3 Ditch,  Facility Carried by Structure: 17th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: GREELEY-0000006,  Location: 2200 Blk-5th Street (Lat: 40.428611,  Lng: -104.715278),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 10,787 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,318 (year 2041),  Features Intersected: Greeley No. 3 Ditch,  Facility Carried by Structure: 5th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.3m (20.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GREELEY-0000007,  Location: 2300 Blk-4th Street (Lat: 40.430111,  Lng: -104.719000),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 16,256 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,084 (year 2041),  Features Intersected: Greeley No. 3 Ditch,  Facility Carried by Structure: 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.5m (21.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Good,  Culverts: Fair,  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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GREELEY-0000008,  Location: 2400 Blk-4th Street (Lat: 40.430167,  Lng: -104.719639),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,408 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,459 (year 2041),  Design Load: HS 20,  Features Intersected: Greeley No. 3 Ditch,  Facility Carried by Structure: 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.034,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: 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: April 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: GREELEY-0000009,  Location: 2600 Blk-4th Street (Lat: 40.430167,  Lng: -104.722778),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 15,633 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 22,199 (year 2041),  Features Intersected: Greeley No. 3 Ditch,  Facility Carried by Structure: 4th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.743,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Channel: Good,  Culverts: Fair,  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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous