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

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Structure Number: 46.28,  Location: I25 NB ramp to NWP WB (Lat: 39.982222,  Lng: -104.989444),  Route carried "on" structure: Ramp Other road 470N,  Year Built: 2003,  Status: Open,  Structure Length: 24.56m (80.58ft),  Average Daily Traffic: 820 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: I-25 and NWP,  Facility Carried by Structure: Ramp B
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.661,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 67.3m (220.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46.43,  Location: EB NWP ramp to NB I25 (Lat: 39.981389,  Lng: -104.990833),  Route carried "on" structure: Ramp Other road 470N,  Year Built: 2003,  Status: Open,  Structure Length: 41.44m (135.96ft),  Average Daily Traffic: 1,500 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,000 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: I-25 and NWP,  Facility Carried by Structure: Ramp H
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.222,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.5m (24.6ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 52.2m (171.3ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BC-68-4.7-RO,  Location: 0.3 Mi W of Hwy 287 (Lat: 39.957864,  Lng: -105.085369),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 922 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,106 (year 2040),  Design Load: HL 93,  Features Intersected: Rock Creek,  Facility Carried by Structure: Dillon Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.208,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  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: July 2021

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Structure Number: BFD-123RD-WOLFF,  Location: North of Wolff Drive (Lat: 39.920494,  Lng: -105.051128),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 2,150 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,709 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: 123rd Place
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: January 2021

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Structure Number: BFD-BRIARWD-TRL,  Location: Just South of Trails Ave (Lat: 39.938900,  Lng: -105.032986),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 361 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 455 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Briarwood Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 17.3m (56.8ft)

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,  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: January 2021

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Structure Number: BFD-BRLND-LONG,  Location: 0.3 Mi N of 136th Ave (Lat: 39.947967,  Lng: -105.046061),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 1,886 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,376 (year 2040),  Design Load: HL 93,  Features Intersected: Local Drainage,  Facility Carried by Structure: Broadlands Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.542,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-CHASE-120TH,  Location: At 120th Avenue (Lat: 39.914047,  Lng: -105.058117),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,767 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,746 (year 2040),  Features Intersected: Local Drainage,  Facility Carried by Structure: Chase Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.141,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-E.1ST-KIRK,  Location: 150 Ft E of Kirk Street (Lat: 39.915050,  Lng: -105.060231),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 8,366 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,541 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: East 1st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.556,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 98.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.1 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: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $178,000 ( Estimate for 2019)

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Structure Number: BFD-HAZEL-128,  Location: Just S of Midway Blvd (Lat: 39.928292,  Lng: -105.028269),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,946 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,452 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Hazel Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-INTB-W.FLAT,  Location: 100 Ft SE of W Flatiron (Lat: 39.929411,  Lng: -105.130550),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,608 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,326 (year 2041),  Design Load: HS 20,  Features Intersected: Ped. Underpass/Drainage,  Facility Carried by Structure: Interlocken Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.160,  Lanes on structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.2m (102.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 73.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-INTL-ELDOR,  Location: 125 Ft. N of Eldorado (Lat: 39.922836,  Lng: -105.128772),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 14,768 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,608 (year 2041),  Design Load: HS 20,  Features Intersected: Pedestrian Underpass,  Facility Carried by Structure: Interlocken Loop
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.684,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Culverts: Satisfactory,  Structural Evaluation: Equal to 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: January 2021

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Structure Number: BFD-INTL-INTB,  Location: Just N of Interlocken Blv (Lat: 39.929717,  Lng: -105.127642),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,973 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,346 (year 2041),  Design Load: HS 20,  Features Intersected: Ped. Underpass/Drainage,  Facility Carried by Structure: Interlocken Loop
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.475,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.5m (90.2ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 27.5m (90.2ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 67.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-INTL-W.FLAT,  Location: 0.1 Mi N of W. Flatiron C (Lat: 39.932986,  Lng: -105.127781),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 21,192 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,702 (year 2041),  Design Load: HS 20,  Features Intersected: Pedestrian Underpass,  Facility Carried by Structure: Interlocken Loop
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.885,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 31.5m (103.3ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 31.5m (103.3ft),  Out-to-Out Width: 46.3m (151.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-INTLE-W.FLT,  Location: 400 Ft N. of Interlocken (Lat: 39.930542,  Lng: -105.127656),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,635 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,360 (year 2041),  Design Load: HS 20,  Features Intersected: W. Flatiron Crossing Dr.,  Facility Carried by Structure: Interlocken Loop N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.579,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $796,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $875,000 ( Estimate for 2019),  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: BFD-INTLW-W.FLT,  Location: 400 Ft N. of Interlocken (Lat: 39.930531,  Lng: -105.127925),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 6,347 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,997 (year 2041),  Design Load: HS 20,  Features Intersected: W. Flatiron Crossing,  Facility Carried by Structure: Interlocken Loop S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 65.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $794,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $873,000 ( Estimate for 2019),  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: BFD-KIRK-E.1ST,  Location: 50 Ft N of E. 1st Street (Lat: 39.915297,  Lng: -105.060281),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 1,933 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,436 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Kirk Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.458,  Lanes on structure: 2,  Owner: City or Municipal 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: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 68.4 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: January 2021

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Structure Number: BFD-LOWELL-136,  Location: .2 Mi N of 136th Avenue (Lat: 39.945389,  Lng: -105.034269),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 13,631 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,175 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Lowell Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.039,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: January 2021

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Structure Number: BFD-LOWL-ARNBND,  Location: 0.15 Mi S of SH7 (Lat: 39.997761,  Lng: -105.038122),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,350 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,741 (year 2040),  Design Load: HL 93,  Features Intersected: Lowell Channel,  Facility Carried by Structure: Lowell Blvd NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.970,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.3 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: 37.6 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BFD-LOWL-ARSBND,  Location: 0.15 Mi S of SH7 (Lat: 39.997786,  Lng: -105.038158),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,390 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,791 (year 2040),  Design Load: HL 93,  Features Intersected: Lowell Channel,  Facility Carried by Structure: Lowell Blvd SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.975,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 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: 35.6 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BFD-MAIN-EMLDPK,  Location: 0.1 Mi N of 2nd Street (Lat: 39.920117,  Lng: -105.071686),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 13,714 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,280 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.379,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 59.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BFD-MDWY-FLAT,  Location: 0.3 mi S of Via Varra (Lat: 39.937186,  Lng: -105.124972),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 5,457 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,876 (year 2040),  Design Load: HS 20,  Features Intersected: Rock Creek Overflow,  Facility Carried by Structure: Midway Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Out-to-Out Width: 32.3m (106.0ft)

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

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Structure Number: BFD-SRDN-FGNBND,  Location: 0.7 Mi W of Lowell (Lat: 39.970564,  Lng: -105.041958),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 6,035 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,604 (year 2040),  Design Load: HL 93,  Features Intersected: Local Drainage,  Facility Carried by Structure: Sheridan Pkwy NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.361,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.8 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: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BFD-SRDN-FGSBND,  Location: 0.7 Mi W of Lowell (Lat: 39.970747,  Lng: -105.041964),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.28m (10.76ft),  Average Daily Traffic: 5,768 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,268 (year 2040),  Design Load: HL 93,  Features Intersected: Local Drainage,  Facility Carried by Structure: Sheridan Pkwy SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.366,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.2m (102.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.8 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: 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: 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BFD-SRDN-HLDPKD,  Location: 0.6 Mi N of 120th Ave (Lat: 39.921678,  Lng: -105.052808),  Route carried "on" structure: City street ,  Year Built: 1987,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 27,745 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,959 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Sheridan Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.298,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 39.0m (128.0ft)

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

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Structure Number: BFD-STRTK-US36,  Location: 0.2 Mi N OF US Hwy 36 (Lat: 39.937261,  Lng: -105.126319),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 32,006 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 40,328 (year 2040),  Design Load: HS 20,  Features Intersected: Rock Creek,  Facility Carried by Structure: Storage Tek Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.526,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Out-to-Out Width: 67.3m (220.8ft)

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

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Structure Number: BFD-W.6TH-ALTER,  Location: At Int of Alter & 6th (Lat: 39.925569,  Lng: -105.091789),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 3,133 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,948 (year 2040),  Design Load: HS 20,  Features Intersected: Graves and Dennison Dtch,  Facility Carried by Structure: West Sixth Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.630,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.8m (25.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 18.7m (61.4ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-W.FLT-W.ENT,  Location: 200ft N of Flatiron W Ent (Lat: 39.937086,  Lng: -105.136739),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 7,575 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,545 (year 2040),  Design Load: HS 20,  Features Intersected: Rock Cr and IRR Dtch,  Facility Carried by Structure: W. Flatiron Circle
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.3m (109.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: BFD-WILLOW-128,  Location: Just S of Midway Blvd (Lat: 39.928297,  Lng: -105.022494),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 2,785 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,509 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Willow Run Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.119,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-WILLOW-ZUNI,  Location: 200 FT W of ZUNI (Lat: 39.924853,  Lng: -105.016236),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 2,206 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,780 (year 2040),  Design Load: HS 20,  Features Intersected: Local Drainage,  Facility Carried by Structure: Willow Run Pkwy
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 53.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: BFD-ZUNI-136,  Location: 0.2 mi N of 136th Ave (Lat: 39.945753,  Lng: -105.015544),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 8,064 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,161 (year 2040),  Design Load: HS 20,  Features Intersected: Pedestrian Underpass,  Facility Carried by Structure: Zuni Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.096,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 28.0m (91.9ft)

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

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Structure Number: D-17-DM,  Location: 2 MI NO OF JCT SH7 (Lat: 40.029228,  Lng: -104.980311),  Route carried "on" structure: Interstate 25A,  Year Built: 2004,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,840 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 6,  Facility Carried by Structure: I 25 ML NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 371.614,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-17-DN,  Location: 3.9 MI SO OF JCT SH 52 (Lat: 40.029183,  Lng: -104.980739),  Route carried "on" structure: Interstate 25A,  Year Built: 2004,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 54,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 78,840 (year 2040),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 6,  Facility Carried by Structure: I25 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 371.609,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-CU,  Location: 120TH AVE W. OF CHASE ST. (Lat: 39.914325,  Lng: -105.058222),  Route carried "on" structure: US 287C,  Year Built: 1965,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 29,000 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 31,320 (year 2040),  Design Load: HS 20,  Features Intersected: FLOOD CONTROL DITCH,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.149,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 45.4m (149.0ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  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 2021

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Structure Number: E-16-HK,  Location: 1.5 MI E. OF SUPERIOR (Lat: 39.939000,  Lng: -105.136950),  Route carried "on" structure: Ramp US 36B,  Year Built: 2001,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 68,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 77,520 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP B & BIKEPATH,  Facility Carried by Structure: US 36 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 72.971,  Lanes on structure: 6,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-HR,  Location: IN BROOMFIELD (Lat: 39.918114,  Lng: -105.090975),  Route carried "on" structure: Spur State highway 121A,  Year Built: 1972,  Status: Open,  Structure Length: 13.82m (45.34ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 287 ML, RR SPUR,  Facility Carried by Structure: SH 121 ML NBND
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 41.571,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.6m (113.5ft),  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: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.81m (45.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,000,  Total Project Cost: $2,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: E-16-HS,  Location: IN BROOMFIELD (Lat: 39.918194,  Lng: -105.091142),  Route carried "on" structure: Spur State highway 121A,  Year Built: 1972,  Status: Open,  Structure Length: 14.26m (46.78ft),  Average Daily Traffic: 25,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 287 ML, RR SPUR,  Facility Carried by Structure: SH 121 ML SBND
Minimum Vertical Clearance: 7.34m (24.08ft),  Kilometerpoint: 41.573,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.9m (114.5ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.9 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,  Underclear: Better than 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-MU,  Location: 2.2 MI NO OF JCT SH 121 (Lat: 39.951883,  Lng: -105.090342),  Route carried "on" structure: US 287C,  Year Built: 1994,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,470 (year 2040),  Design Load: HS 20,  Features Intersected: ROCK CREEK,  Facility Carried by Structure: US 287 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.679,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.1m (108.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-QI,  Location: IN BROOMFIELD (Lat: 39.934442,  Lng: -105.127242),  Route carried "on" structure: County highway ,  Year Built: 1995,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 23,070 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 41,400 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: US 36 ML,  Facility Carried by Structure: 96TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.060,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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: Superior to present desirable 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: E-16-QU,  Location: 3.5 MI W. OF SH 121 (Lat: 39.945217,  Lng: -105.146939),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 9.90m (32.48ft),  Average Daily Traffic: 7,113 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,092 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: US 36 ML,  Facility Carried by Structure: 88TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.942,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.9m (160.4ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-XA,  Location: 40th & Youngsfield (Lat: 39.769144,  Lng: -105.142878),  Route carried "on" structure: Interstate 70A,  Year Built: 2009,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 104,000 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 133,120 (year 2040),  Design Load: HL 93,  Features Intersected: 40TH AVE.,  Facility Carried by Structure: I70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 427.797,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.2m (69.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 55.8m (183.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: E-16-XU,  Location: 120TH AVE AND US 36 (Lat: 39.911192,  Lng: -105.088842),  Route carried "on" structure: State highway 128A,  Year Built: 2011,  Status: Open,  Structure Length: 9.12m (29.92ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,220 (year 2040),  Features Intersected: US 36 ML,  Facility Carried by Structure: SH 128 (120TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.620,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.3m (148.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing