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

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Structure Number: D-20-MB-786,  Location: JUST W. OF HAVANA ST (Lat: 39.798500,  Lng: -104.866444),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 17,679 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 19,624 (year 2041),  Design Load: HS 20,  Features Intersected: MONTBELLO DITCH,  Facility Carried by Structure: WESTBOUND 56TH AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.566,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: D-20-MB-79,  Location: 0.5 MI W OF HAVANA ST (Lat: 39.798269,  Lng: -104.878081),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 19,982 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 22,180 (year 2041),  Features Intersected: PEDESTRIAN PATH,  Facility Carried by Structure: EB 56TH AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.544,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: D-20-MB-792,  Location: 0.5 MI W OF HAVANA ST (Lat: 39.798461,  Lng: -104.878053),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 22,176 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,615 (year 2041),  Features Intersected: PEDESTRIAN PATH,  Facility Carried by Structure: WB 56TH AVE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.547,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-21-WYC-02,  Location: ALLEY E OF XANTHIA ST (Lat: 39.735556,  Lng: -104.886536),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 419 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 465 (year 2041),  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: 12TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.166,  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: 3.2m (10.5ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Out-to-Out Width: 94.0m (308.4ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: D-21-WYC-03,  Location: RICHTHOFEN AND XANTHIA (Lat: 39.734203,  Lng: -104.886939),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 334 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 371 (year 2041),  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: RICHTHOFEN PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.298,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 93.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.8 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 2020

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Structure Number: D-21-WYC-07,  Location: JUST EAST OF BEELER ST (Lat: 39.754711,  Lng: -104.879114),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 2,690 (year 2021),  Average Future Daily Traffic: 2,986 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: 26TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.410,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.3m (43.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-21-WYC-08,  Location: JUST E OF BEELER STREET (Lat: 39.760125,  Lng: -104.877133),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 11,347 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,595 (year 2041),  Design Load: HS 20,  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: WB MRTN LTHR KING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.939,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.6m (146.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2020,  Other Special 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: D-21-WYC-081,  Location: JUST E OF BEELER STREET (Lat: 39.759969,  Lng: -104.877136),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 9,627 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,686 (year 2041),  Design Load: HS 20,  Features Intersected: WESTERLY CREEK,  Facility Carried by Structure: EB MRTN LTHR KING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.939,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.6m (146.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2020,  Other Special 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: D-25-FC-010A,  Location: 0.1 MILE SOUTH OF 56TH AV (Lat: 39.795439,  Lng: -104.772128),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 21,155 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,482 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: TOWER ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.162,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.9m (42.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very 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: 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: December 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-25-FC-018,  Location: 0.2 MI WEST OF TOWER RD (Lat: 39.798342,  Lng: -104.778128),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 29,465 (year 2021),  Average Future Daily Traffic: 32,706 (year 2041),  Features Intersected: BIKE PATH AND OVFLW,  Facility Carried by Structure: 56TH AVE.
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.106,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 90.3 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 2020

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Structure Number: D-25-FC-020A,  Location: .2 MILES WEST OF TOWER RD (Lat: 39.798289,  Lng: -104.777758),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,732 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,353 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: EB 56TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.136,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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-25-FC-025,  Location: .2 MILES WEST OF TOWER RD (Lat: 39.798431,  Lng: -104.777831),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 14,732 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,353 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: WB 56TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.131,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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-25-FC-029,  Location: JUST SOUTH OF 62ND AVENUE (Lat: 39.808739,  Lng: -104.772131),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 23,498 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,083 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: TOWER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.650,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 30 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: 8.2m (26.9ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Inventory Rating: 61.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: D-25-FC-033,  Location: SW OF PENA BLVD/TOWER RD (Lat: 39.831022,  Lng: -104.774556),  Route carried "on" structure: Ramp City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.83m (2.72ft),  Average Daily Traffic: 7,303 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,106 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK TRIB,  Facility Carried by Structure: OFF RAMP TO TOWER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 65.4 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 2020

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Structure Number: D-25-FC-035,  Location: JUST N OF 53RD AVENUE (Lat: 39.792297,  Lng: -104.762747),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,975 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,412 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: DUNKIRK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.221,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.7m (15.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.0m (9.8ft),  Out-to-Out Width: 48.9m (160.4ft)

Condition: Channel: Very good,  Culverts: Fair,  Structural Evaluation: 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: November 2020

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Structure Number: D-25-FC-04,  Location: 0.3 MI WEST OF PICADILLY (Lat: 39.781725,  Lng: -104.740322),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 3,845 (year 2021),  Average Future Daily Traffic: 4,268 (year 2041),  Features Intersected: FIRST CREEK,  Facility Carried by Structure: GRN VALLEY RNCH BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.085,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.5m (4.9ft),  Out-to-Out Width: 48.5m (159.1ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: 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: November 2020

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Structure Number: D-25-FC-045,  Location: JUST S OF 50TH AVENUE (Lat: 39.784744,  Lng: -104.737117),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 3,087 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,426 (year 2041),  Design Load: HS 20,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: ORLEANS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.637,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.5 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 2020

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Structure Number: D-25-FC-055,  Location: 0.1 MI W OF PICADILLY ST (Lat: 39.774869,  Lng: -104.735711),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 1,658 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,841 (year 2041),  Design Load: HS 20,  Features Intersected: FIRST CREEK,  Facility Carried by Structure: 42ND STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.632,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: D-26-SWG-005,  Location: .35 MI W SHERIDAN BLVD (Lat: 39.638850,  Lng: -105.060553),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 11,115 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,337 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTHWESTERLY GULCHES,  Facility Carried by Structure: QUINCY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.278,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 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: 3.0m (9.8ft),  Right: 0.0m,  Out-to-Out Width: 45.5m (149.3ft)

Condition: Channel: Very good,  Culverts: Fair,  Inventory Rating: 98.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: D-26-SWG-01,  Location: BTWN WDSWRTH-MARSTON (Lat: 39.634083,  Lng: -105.081669),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,450 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,720 (year 2041),  Features Intersected: SOUTHWESTERLY GULCHES,  Facility Carried by Structure: OLD WADSWORTH BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.121,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 25.4m (83.3ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-26-SWG-015,  Location: 1/2 MI S OF QUINCY AVE (Lat: 39.634592,  Lng: -105.088722),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 8,092 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,983 (year 2041),  Features Intersected: SOUTHWESTERLY GULCHES,  Facility Carried by Structure: BALSAM ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.200,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 26 degrees,  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 38.1m (125.0ft)

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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: D-26-SWG-034,  Location: 1/4 MI W OF WADSWORTH (Lat: 39.616958,  Lng: -105.094331),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,575 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,748 (year 2041),  Features Intersected: SOUTHWESTERLY GULCHES,  Facility Carried by Structure: CRESTLINE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 25.5m (83.7ft)

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: December 2020

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Structure Number: D-26-SWG-100A,  Location: .35 MI N QUINCY AVENUE (Lat: 39.644061,  Lng: -105.053247),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 15,645 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,366 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTHWESTERLY GULCHES,  Facility Carried by Structure: SHERIDAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.866,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 42.4m (139.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: D-27-MP-010A,  Location: SE ENTRANCE TO RED ROCKS (Lat: 39.671389,  Lng: -105.194194),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 2,257 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,506 (year 2041),  Design Load: HS 20,  Features Intersected: MT VERNON CREEK,  Facility Carried by Structure: RED ROCKS PARK RD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.779,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Critical Feature Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-27-MP-030A,  Location: DENVER MT PARK OFFICE (Lat: 39.652900,  Lng: -105.200297),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 78 (year 2021),  Average Future Daily Traffic: 86 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.7m (38.4ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Inventory Rating: 76.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-27-MP-070A,  Location: INLET TO EVERGREEN LAKE (Lat: 39.632744,  Lng: -10.866836),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 789 (year 2021),  Average Future Daily Traffic: 876 (year 2041),  Design Load: HL 93,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: EVERGREEN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 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: 43.7 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 desirable criteria,  Deck Geometry: 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: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-27-MP-090A,  Location: AT GOLF COURSE CLUB HOUSE (Lat: 39.633264,  Lng: -105.335581),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19 (year 2021),  Average Future Daily Traffic: 22 (year 2041),  Features Intersected: BEAR CREEK,  Facility Carried by Structure: GOLF COURSE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.7m (15.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-27-MP-1,  Location: 0.6 MI W OF SH 74 (Lat: 39.637917,  Lng: -105.334003),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.79m (2.59ft),  Features Intersected: BEAR CREEK TRIB,  Facility Carried by Structure: DEDISSE PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.793,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: D-27-MP-110A,  Location: O FALLON PARK (Lat: 39.654511,  Lng: -105.288186),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.39m (4.56ft),  Average Daily Traffic: 8 (year 2021),  Average Future Daily Traffic: 9 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: O FALLON PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.719,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 67.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: D-28-MS-06,  Location: 0.1 MI W OF UNION STATION (Lat: 39.754281,  Lng: -105.001447),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 7,803 (year 2021),  Average Future Daily Traffic: 8,661 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UNION STATION BUS DEPOT,  Facility Carried by Structure: 17TH, CHESTNUT, WE
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.555,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 177.5m (582.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  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: Monolithic Concrete,  Membrane: Built-up

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Structure Number: D-28-MS-13,  Location: BETWEEN 16TH AND 17TH STR (Lat: 39.748594,  Lng: -104.996497),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 12.60m (41.34ft),  Average Daily Traffic: 7,302 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,105 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TABOR CNTR-PRKING GARAGE,  Facility Carried by Structure: LAWRENCE STREET
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.515,  Lanes on structure: 4,  Owner: Private,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Membrane: Preformed Fabric

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Structure Number: D-28-MS-15,  Location: NORTH OF 25TH AVENUE (Lat: 39.754161,  Lng: -104.890433),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 11,085 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,305 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: E-W LINEAR,  Facility Carried by Structure: NB CENTRAL PK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.974,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 2020,  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-28-MS-155,  Location: NORTH OF 25TH AVENUE (Lat: 39.754156,  Lng: -104.890750),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 8,390 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,313 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: E-W LINEAR,  Facility Carried by Structure: SB CENTRAL PK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.973,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 2020,  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-28-MS-2,  Location: 0.25 MI S OF 56TH AVE (Lat: 39.794792,  Lng: -104.883847),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 14,076 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,625 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: CENTRAL PARK BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.402,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.6 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 desirable 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 2020

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Structure Number: D-28-MS-22,  Location: 0.1 MI N OF 51ST AVE (Lat: 39.792986,  Lng: -104.889822),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 994 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,103 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: VERBENA STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: November 2020

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Structure Number: D-28-MS-24,  Location: 0.11 MI N OF 51ST AVE (Lat: 39.793378,  Lng: -104.893572),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,415 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,571 (year 2041),  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: UINTA STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.7m (48.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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: Equal to present desirable 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 2020

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Structure Number: D-31-PB-1,  Location: 0.75 MI NORTH OF I-70 (Lat: 39.778561,  Lng: -104.791208),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 61,445 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 68,204 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.712,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Channel: Satisfactory,  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: December 2020

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Structure Number: D-31-PB-11,  Location: 0.75 MI NORTH OF I-70 (Lat: 39.778744,  Lng: -104.790400),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 61,445 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 68,204 (year 2041),  Design Load: HS 20,  Features Intersected: LOCAL DRAINAGE,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.733,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.5m (8.2ft),  Out-to-Out Width: 31.9m (104.7ft)

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: December 2020

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Structure Number: D-31-PB-15,  Location: 1.0 MI NORTH OF I-70 (Lat: 39.783436,  Lng: -104.791356),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 61,445 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 68,204 (year 2041),  Design Load: HS 20,  Features Intersected: GREEN VALLEY RANCH BLVD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 1.580,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-16,  Location: 1.0 MI NORTH OF I-70 (Lat: 39.783433,  Lng: -104.790450),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 61,445 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 68,204 (year 2041),  Design Load: HS 20,  Features Intersected: GREEN VALLEY RANCH BLVD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 3.260,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-2,  Location: 1.5 MI NORTH OF I-70 (Lat: 39.798008,  Lng: -104.787300),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 54,351 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,330 (year 2041),  Design Load: HS 20,  Features Intersected: 56TH AVENUE,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 8.320,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-31-PB-21,  Location: 1.5 MI NORTH OF I-70 (Lat: 39.797997,  Lng: -104.786400),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 54,351 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,330 (year 2041),  Design Load: HS 20,  Features Intersected: 56TH AVENUE,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 4.929,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing