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

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Structure Number: D-31-PB-85,  Location: SW CORNER WEST PARKING ST (Lat: 39.848153,  Lng: -104.677894),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 3.92m (12.86ft),  Average Daily Traffic: 2,342 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,599 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: SW 2ND LEVEL ENT
Minimum Vertical Clearance: 3.89m (12.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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,  Underclear: 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 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-881,  Location: WEST OF PARKING STRUCTURE (Lat: 39.848661,  Lng: -104.677592),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,579 (year 2021),  Average Future Daily Traffic: 1,753 (year 2041),  Design Load: HS 20,  Features Intersected: FUTURE PARKING LOT,  Facility Carried by Structure: SW 2ND LEVEL PARK
Minimum Vertical Clearance: 2.44m (8.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 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,  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-882,  Location: WEST OF PARKING STRUCT (Lat: 39.849481,  Lng: -104.677578),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,589 (year 2021),  Average Future Daily Traffic: 1,763 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: W 2ND LEVEL PARK
Minimum Vertical Clearance: 3.10m (10.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 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,  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-883,  Location: WEST OF PARKING STRUCTURE (Lat: 39.850300,  Lng: -104.677542),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 942 (year 2021),  Average Future Daily Traffic: 1,045 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: NW 2ND LEVEL PARK
Minimum Vertical Clearance: 3.23m (10.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.6 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,  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-901,  Location: WEST OF NEW PARKING STR (Lat: 39.847497,  Lng: -104.677611),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 1,139 (year 2021),  Average Future Daily Traffic: 1,265 (year 2041),  Design Load: HS 20,  Features Intersected: PARKING LOT,  Facility Carried by Structure: SW 2ND LEVEL NEW
Minimum Vertical Clearance: 3.00m (9.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to 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 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-902,  Location: BTWN SW GARAGES (Lat: 39.848056,  Lng: -104.675672),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 3.82m (12.53ft),  Average Daily Traffic: 348 (year 2021),  Average Future Daily Traffic: 386 (year 2041),  Design Load: HS 20,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: SW 4/5TH LVL PARK
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  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-32-SCND-01,  Location: 0.4 MILE NORTH OF 64th AV (Lat: 39.816578,  Lng: -104.762489),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 876 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 972 (year 2041),  Design Load: HS 20,  Features Intersected: SECOND CREEK,  Facility Carried by Structure: DUNKIRK STREET
Minimum Vertical Clearance: 30.17m (98.98ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: D-32-SCND-03,  Location: 0.3 MI E OF TOWER RD (Lat: 39.819492,  Lng: -104.766569),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1 (year 2021),  Average Future Daily Traffic: 1 (year 2041),  Design Load: HL 93,  Features Intersected: SECOND CREEK TRIB,  Facility Carried by Structure: WB HIGH POINT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.4 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: 35.0 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: 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,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: D-32-SCND-031,  Location: 0.3 MI E OF TOWER RD (Lat: 39.819419,  Lng: -104.766483),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 1 (year 2021),  Average Future Daily Traffic: 1 (year 2041),  Design Load: HL 93,  Features Intersected: SECOND CREEK TRIB,  Facility Carried by Structure: EB HIGH POINT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  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-33-GW-1,  Location: YORK ST / GRNWAY CHANNEL (Lat: 39.771283,  Lng: -104.959633),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 16,808 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,657 (year 2041),  Design Load: HL 93,  Features Intersected: GREENWAY CHANNEL,  Facility Carried by Structure: YORK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.226,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: 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: D-33-GW-25,  Location: WILLIAMS ST/GRNWY CHANNEL (Lat: 39.771089,  Lng: -104.965861),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 881 (year 2021),  Average Future Daily Traffic: 978 (year 2041),  Design Load: HL 93,  Features Intersected: GREENWAY CHANNEL,  Facility Carried by Structure: WILLIAMS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.612,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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: 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: E-16-DN,  Location: DENVER (Lat: 39.783283,  Lng: -105.034831),  Route carried "on" structure: Interstate 70A,  Year Built: 1966,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 90,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 104,400 (year 2040),  Design Load: HS 20,  Features Intersected: LOWELL BLVD,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 438.298,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-DY,  Location: ½ MI. E. OF HWY 95 (Lat: 4.586122,  Lng: -610.839975),  Route carried "on" structure: Interstate 70A,  Structure Length: 4000.46m (13124.87ft),  Average Daily Traffic: 209,000 (year 0202),  Features Intersected: TENNYSON STREET,  Facility Carried by Structure: I 70 ML
Kilometerpoint: 9043.749,  Lanes on structure: 60,  Lanes under structure: 60,  Approaching Roadway Width: 503.0m (1,650.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Mixed types,  Number Of Approach Spans: 3000,  Length of Maximum Span: 2002.0m (6,568.2ft),  Curb or Sidewalk Widths: Left: 10.0m (32.8ft),  Right: 0.0m,  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 503.2m (1,650.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Designated Inspection Frequency: Every 2 months,  Inspection Date: 2001,  Deck Structure Type: Other

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Structure Number: E-16-EM,  Location: SO. OF PARK AVE. (Lat: 39.766619,  Lng: -104.997983),  Route carried "on" structure: Interstate 25A,  Year Built: 1949,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 9.77m (32.05ft),  Average Daily Traffic: 242,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 278,300 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RR SPUR,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 341.813,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 69.5m (228.0ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 69.5m (228.0ft),  Out-to-Out Width: 71.6m (234.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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-EO,  Location: IN DENVER (Lat: 39.755072,  Lng: -105.012400),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 7.85m (25.75ft),  Average Daily Traffic: 17,812 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 19,771 (year 2041),  Design Load: H 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: SPEER BLVD SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.965,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $3,961,000,  Roadway Improvement Cost: $396,000,  Total Project Cost: $5,941,000 ( Estimate for 2016),  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-EW,  Location: IN DENVER (Lat: 39.755236,  Lng: -105.012153),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 13,751 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,263 (year 2041),  Design Load: H 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: SPEER BLVD NBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.875,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 56.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.89m (25.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,899,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $2,849,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-EY,  Location: DENVER (Lat: 39.783492,  Lng: -105.016067),  Route carried "on" structure: Interstate 70A,  Year Built: 1965,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 130,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 156,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ZUNI STREET,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 439.919,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: E-16-FA,  Location: IN DENVER (Lat: 39.767606,  Lng: -104.995322),  Route carried "on" structure: Interstate 25A,  Year Built: 1949,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 242,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 278,300 (year 2040),  Design Load: HS 20,  Features Intersected: FOX STREET,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.357,  Lanes on structure: 14,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 75.0m (246.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 75.0m (246.1ft),  Out-to-Out Width: 77.1m (253.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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-FJ,  Location: DENVER, FEDERAL BLVD. (Lat: 39.784025,  Lng: -105.025025),  Route carried "on" structure: US 287C,  Year Built: 1965,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 31,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,480 (year 2040),  Design Load: H 20,  Features Intersected: I 70 ML,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.843,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum 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

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Structure Number: E-16-IP,  Location: .4 MI E OF MARSHALL-I76 (Lat: 39.790836,  Lng: -105.062725),  Route carried "on" structure: Interstate 76A,  Year Built: 1983,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 52ND AVE,  Facility Carried by Structure: I 76 EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.429,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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: December 2020,  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-IQ,  Location: 1.2 MI E OF WADSWORTH (Lat: 39.790831,  Lng: -105.063142),  Route carried "on" structure: Interstate 76A,  Year Built: 1983,  Status: Open,  Structure Length: 7.43m (24.38ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 50,160 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 52ND AVE,  Facility Carried by Structure: I 76 WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.402,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-ME,  Location: 3.8 MI E OF I70 + I76 INT (Lat: 39.804644,  Lng: -105.016333),  Route carried "on" structure: Interstate 76A,  Year Built: 1988,  Status: Open,  Structure Length: 18.84m (61.81ft),  Average Daily Traffic: 38,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 54,670 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 60TH AVE & DITCH,  Facility Carried by Structure: I 76 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.810,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 23.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: April 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-MO,  Location: IN DENVER (Lat: 39.776456,  Lng: -104.990083),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 2,623 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,911 (year 2041),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: 44TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.3m (161.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  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-MR,  Location: AT I 25 AND I 70 (Lat: 39.781000,  Lng: -104.993636),  Route carried "on" structure: Interstate 70A,  Year Built: 1991,  Status: Open,  Structure Length: 69.94m (229.46ft),  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,785 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 25 ML & RAMPS,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 441.892,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 71.9m (235.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: E-16-MS,  Location: AT I 25 AND I 70 (Lat: 39.781150,  Lng: -104.993567),  Route carried "on" structure: Interstate 70A,  Year Built: 1991,  Status: Open,  Structure Length: 69.94m (229.46ft),  Average Daily Traffic: 60,500 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 70,785 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 25 ML AND RAMPS,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 6.99m (22.93ft),  Kilometerpoint: 441.892,  Lanes on structure: 2,  Lanes under structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 71.9m (235.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 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: Equal 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-NJ,  Location: DENVER, .4 MI W OF I-25 (Lat: 39.782214,  Lng: -104.998250),  Route carried "on" structure: Interstate 70A,  Year Built: 1992,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 13.66m (44.82ft),  Average Daily Traffic: 121,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 141,570 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BNSF RR, UP RR, RTD LR,  Facility Carried by Structure: I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 441.474,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 61.6m (202.1ft),  Skew: 32 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 52.5m (172.2ft),  Out-to-Out Width: 54.5m (178.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-NW,  Location: IN DENVER (Lat: 39.783703,  Lng: -104.988906),  Route carried "on" structure: Interstate 25A,  Year Built: 1992,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 200,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 232,000 (year 2040),  Design Load: HS 20,  Features Intersected: 48TH AVE, RR SPUR,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.094,  Lanes on structure: 12,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 65.2m (213.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 65.2m (213.9ft),  Out-to-Out Width: 67.6m (221.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: E-16-NX,  Location: 0.4 MI N. OF I25/I70 (Lat: 39.783703,  Lng: -104.989711),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 1993,  Status: Open,  Structure Length: 5.56m (18.24ft),  Average Daily Traffic: 200,000 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 232,000 (year 2040),  Design Load: HS 20,  Features Intersected: 48TH AVE, RR SPUR R,  Facility Carried by Structure: RAMP TO I 70 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.420,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.2m (89.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 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: June 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: E-16-O,  Location: S. edge 70, 76, ramp 121 (Lat: 39.784214,  Lng: -105.081211),  Route carried "on" structure: State highway 121A,  Year Built: 1941,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 38,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 39,520 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: SH 121 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.947,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.7m (110.6ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 27.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable 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,  Membrane: Preformed Fabric

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Structure Number: E-16-ON,  Location: IN DENVER (Lat: 39.765567,  Lng: -104.995356),  Route carried "on" structure: Ramp City street ,  Year Built: 1998,  Status: Open,  Structure Length: 49.51m (162.43ft),  Average Daily Traffic: 19,955 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,150 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: I 25 ML, RAMPS R,  Facility Carried by Structure: RAMP TO PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.899,  Lanes on structure: 2,  Lanes under structure: 22,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 68.6m (225.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 68.1 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-OO,  Location: 20TH STREET OVER I25 (Lat: 39.761267,  Lng: -105.005314),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.55m (28.05ft),  Average Daily Traffic: 15,604 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,320 (year 2041),  Design Load: HS 20,  Features Intersected: I 25 ML,  Facility Carried by Structure: 20TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.015,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.2m (141.7ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-OP,  Location: HOV RAMP OVER I25 NBND (Lat: 39.761467,  Lng: -105.002650),  Route carried "on" structure: Ramp City street ,  Year Built: 1993,  Status: Open,  Structure Length: 18.90m (62.01ft),  Average Daily Traffic: 1,547 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,717 (year 2041),  Design Load: HS 20,  Features Intersected: I 25 NBND R,  Facility Carried by Structure: HOV RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.548,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 71.6m (234.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-OQ,  Location: 0.75 Miles South of I-70 (Lat: 39.768928,  Lng: -104.992389),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1994,  Status: Open,  Structure Length: 4.76m (15.62ft),  Average Daily Traffic: 75,500 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 89,090 (year 2040),  Design Load: HS 20,  Features Intersected: GLOBEVILLE RMP-NB I25,  Facility Carried by Structure: I70 NB RMP,.75 MI.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.180,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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: June 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: E-16-OR,  Location: IN DENVER (Lat: 39.773603,  Lng: -104.990253),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 1996,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 125,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 145,580 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RAMP TO PARK AVE R,  Facility Carried by Structure: RAMP TO I 25 SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.369,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: E-16-PI,  Location: 0.1 MI. N. OF 20TH ST. (Lat: 39.761992,  Lng: -105.002867),  Route carried "on" structure: Interstate 25A,  Year Built: 1993,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 242,000 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 278,300 (year 2040),  Design Load: HS 20,  Features Intersected: STORM DRAINAGE,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.166,  Lanes on structure: 14,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 66.4m (217.8ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Out-to-Out Width: 87.8m (288.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018

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Structure Number: E-16-PJ,  Location: MOUSETRAP IN DENVER (Lat: 39.781247,  Lng: -104.992911),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1993,  Status: Open,  Structure Length: 16.72m (54.86ft),  Average Daily Traffic: 4,200 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,418 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO I 70 WBND R,  Facility Carried by Structure: RAMP TO I 70 WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.407,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 66.4m (217.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 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: E-16-PK,  Location: IN DENVER (Lat: 39.772014,  Lng: -104.989725),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 1996,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 125,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 145,580 (year 2040),  Design Load: HS 20,  Features Intersected: GLOBEVILLE ROAD,  Facility Carried by Structure: I25 WBND RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.592,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 136.2m (446.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $884,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,325,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-QQ,  Location: IN DENVER (Lat: 39.770011,  Lng: -104.992594),  Route carried "on" structure: Ramp City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 22,388 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,851 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RAMP TO 38TH STREET R,  Facility Carried by Structure: RAMP TO PARK AV R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.570,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.0m (150.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: E-16-YA,  Location: IN DENVER (Lat: 39.757292,  Lng: -105.010517),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 9,145 (year 2021),  Average Future Daily Traffic: 10,151 (year 2041),  Design Load: HL 93,  Features Intersected: I 25 ML,  Facility Carried by Structure: 15TH STREET
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 2.681,  Lanes on structure: 4,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 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: 36.3 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: E-16-YQ,  Location: IN DENVER (Lat: 39.782928,  Lng: -105.006156),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 21,938 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,351 (year 2041),  Design Load: HL 93,  Features Intersected: I 70 ML,  Facility Carried by Structure: PECOS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.6m (156.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing