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

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Structure Number: F-17-NI,  Location: IN DENVER (Lat: 39.687006,  Lng: -104.968633),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 3,355 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,724 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I 25 ML,  Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.671,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.1m (121.7ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-NJ,  Location: IN DENVER (Lat: 39.684986,  Lng: -104.958906),  Route carried "on" structure: Interstate 25A,  Year Built: 2003,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 98,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 120,170 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UNIVERSITY BLVD.,  Facility Carried by Structure: I25 NBND ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 329.689,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.6m (67.6ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.1m (164.4ft),  Curb-To-Curb Width: 20.6m (67.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-NO,  Location: IN DENVER (Lat: 39.684481,  Lng: -104.950506),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 4,234 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,700 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I25 ML & LRT,  Facility Carried by Structure: STEELE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.079,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.6m (123.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.0 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-NP,  Location: S. of I-25 at Colo. Blvd (Lat: 39.680964,  Lng: -104.940978),  Route carried "on" structure: State highway 2A,  Year Built: 2005,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 39,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,120 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: SH 2 Colo. Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.109,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 218.3m (716.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: F-17-NQ,  Location: At I-25 & Evans Ave (Lat: 39.677750,  Lng: -104.933686),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2005,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 207,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 260,820 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: I-25 On Ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 44.6m (146.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-NS,  Location: IN DENVER (Lat: 39.678308,  Lng: -104.934256),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 28,486 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,619 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I 25 ML,  Facility Carried by Structure: EVANS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.024,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 5.6m (18.4ft),  Right: 2.9m (9.5ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 42.5m (139.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-NV,  Location: W of I-25 / HAMPDEN INTRS (Lat: 39.653242,  Lng: -104.919267),  Route carried "on" structure: US 285D,  Year Built: 2005,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,920 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: US 285 Hampden Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.844,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 121.9m (399.9ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 121.9m (399.9ft),  Out-to-Out Width: 121.9m (399.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Gravel,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-NW,  Location: Southmoor PNR (Lat: 39.648611,  Lng: -104.915592),  Route carried "on" structure: Interstate 25A,  Year Built: 2003,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 261,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 272,840 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: RTD Pedestrian Underpass,  Facility Carried by Structure: I 25 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 323.609,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 47.5m (155.8ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 48.2m (158.1ft),  Out-to-Out Width: 55.6m (182.4ft)

Condition: Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020

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Structure Number: F-17-NX,  Location: JUST N OF I-225 INTRCHNGE (Lat: 39.638553,  Lng: -104.910564),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 10,730 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,911 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I25 ML & LRT,  Facility Carried by Structure: QUINCY AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.169,  Lanes on structure: 4,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 16.9m (55.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-OC,  Location: IN DENVER (Lat: 39.682619,  Lng: -104.940317),  Route carried "on" structure: State highway 2A,  Year Built: 2006,  Status: Open,  Structure Length: 6.91m (22.67ft),  Average Daily Traffic: 61,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,270 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 25 ML,  Facility Carried by Structure: SH 2 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.294,  Lanes on structure: 10,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.7m (120.4ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-OE,  Location: I-25/Evans in Denver (Lat: 39.678847,  Lng: -104.934669),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2006,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 101,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 124,230 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: SB I-25 Offramp
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.385,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-OK,  Location: 3.1 MI E of I-25 (Lat: 39.652786,  Lng: -104.857453),  Route carried "on" structure: Interstate 225A,  Year Built: 2005,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 68,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 84,320 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CHERRY CREEK,  Facility Carried by Structure: I 225 ML SBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.003,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-OT,  Location: IN DENVER (Lat: 39.652889,  Lng: -104.918875),  Route carried "on" structure: US 285D,  Year Built: 2006,  Status: Open,  Structure Length: 4.89m (16.04ft),  Average Daily Traffic: 49,000 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 52,920 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 25 ML,  Facility Carried by Structure: US 285 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.876,  Lanes on structure: 10,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.7 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,065,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $1,598,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-PS,  Location: LRT TO I225 LRT UNDER I25 (Lat: 39.634597,  Lng: -104.906831),  Route carried "on" structure: Interstate 25A,  Year Built: 2004,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 223,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 276,520 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: I25 ML
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 321.878,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 67.0m (219.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 46.1 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-QA,  Location: I-25 at I-225 (Lat: 39.632017,  Lng: -104.906717),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2005,  Status: Open,  Structure Length: 9.32m (30.58ft),  Average Daily Traffic: 110,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 135,915 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: SB I-25 Offramp
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.438,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 46.8m (153.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-17-QB,  Location: I-25 N of Belleview (Lat: 39.634753,  Lng: -104.907619),  Route carried "on" structure: Ramp Interstate 25A,  Year Built: 2005,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 111,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 138,260 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: LRT,  Facility Carried by Structure: SB I-25 Ramp
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.126,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.5m (70.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H-18-1,  Location: .5 MI S OF BELLEVIEW AVE (Lat: 39.618242,  Lng: -105.099675),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,054 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,362 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: COON CREEK,  Facility Carried by Structure: FIELD STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.752,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: D-02-PR-090A,  Location: WB SPEER NEAR I-25 EXIT (Lat: 39.753989,  Lng: -105.009628),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 2,000 (year 2008),  Features Intersected: S PLATTE RVR/RR/WATER ST,  Facility Carried by Structure: WB SPEER BLVD
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: D-02-PR-100A,  Location: EB SPEER NEAR I-25 EXIT (Lat: 39.753836,  Lng: -105.009875),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 1,800 (year 2008),  Features Intersected: S PLATTE RVR/RR/WATER ST,  Facility Carried by Structure: EB SPEER BLVD
Minimum Vertical Clearance: 5.67m (18.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 76.7m (251.6ft)

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Structure Number: D-03-V-01,  Location: 48TH BTWN FOX+KALAMATH (Lat: 39.784092,  Lng: -104.997919),  Route carried "under" structure: ServiceCity street ,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2008),  Truck Traffic: 10%,  Features Intersected: RR YARD/ACCESS ROAD,  Facility Carried by Structure: 48TH AVE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: D-03-V-045(A),  Location: NORTH OF 20TH ST (Lat: 39.756508,  Lng: -104.996783),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 170 (year 2008),  Features Intersected: ROADS/RIVER/RR,  Facility Carried by Structure: 20TH ST HOV
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 16,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 70.4m (231.0ft)

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Structure Number: D-03-V-054,  Location: 20TH ST OVER PLATTE ST (Lat: 39.760542,  Lng: -105.003708),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 950 (year 2008),  Truck Traffic: 4%,  Features Intersected: PLATTE STREET,  Facility Carried by Structure: 20TH STREET
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.6m (54.5ft)

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Structure Number: D-03-V-150A,  Location: MARIPOSA TO VALLEJO (Lat: 39.729347,  Lng: -105.010789),  Route carried "under" structure: City street ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 1,695 (year 2009),  Truck Traffic: 12%,  Features Intersected: RAILROAD AND NAVAJO ST,  Facility Carried by Structure: 8TH AVE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: D-03-V-16,  Location: 0.35 MI EAST OF I25 (Lat: 39.725561,  Lng: -105.005883),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 1,020 (year 2009),  Truck Traffic: 2%,  Features Intersected: RR AND LIPAN STREET,  Facility Carried by Structure: WB 6TH AVE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: D-03-V-161,  Location: 0.35 MI E of I-25 (Lat: 39.725558,  Lng: -105.005883),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 4,907 (year 2009),  Truck Traffic: 2%,  Features Intersected: RR SEMINOLE AND LIPAN,  Facility Carried by Structure: EB 6TH AVENUE
Minimum Vertical Clearance: 7.10m (23.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: D-03-V-17,  Location: 0.3 MI E OF I-25 (Lat: 39.725719,  Lng: -105.006069),  Route carried "under" structure: City street ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 3,887 (year 2009),  Truck Traffic: 2%,  Features Intersected: SEMINOLE ROAD,  Facility Carried by Structure: WB 6TH AVE
Minimum Vertical Clearance: 6.77m (22.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.4m (76.8ft)

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Structure Number: D-03-V-18,  Location: EVANS OVER SANTA FE (Lat: 39.678528,  Lng: -104.994000),  Route carried "under" structure: US 85B,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 82,300 (year 2008),  Truck Traffic: 7%,  Features Intersected: SANTA FE DRIVE/RR,  Facility Carried by Structure: EVANS AVENUE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 335.798,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: D-03-V-21,  Location: WB AURARIA PKWY RAMP (Lat: 39.742686,  Lng: -105.013650),  Route carried "under" structure: Ramp City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 1%,  Features Intersected: 5TH STREET AND RAILROADS,  Facility Carried by Structure: WB AURARIA PKWY
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 40.1m (131.6ft)

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Structure Number: D-04-BOST-03,  Location: 0.5 MI SOUTH OF I70 (Lat: 39.771656,  Lng: -104.902900),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 41,747 (year 2009),  Truck Traffic: 11%,  Features Intersected: QUEBEC STREET,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: D-04-BOST-037,  Location: 0.34 MI N OF JCT I-70 (Lat: 39.782725,  Lng: -104.900889),  Route carried "under" structure: Interstate 270A,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 70,900 (year 2009),  Truck Traffic: 13%,  Features Intersected: I-270,  Facility Carried by Structure: QUEBEC STREET
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 4.569,  Lanes on structure: 9,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: D-04-BOST-038,  Location: INTER 49TH AND QUEBEC (Lat: 39.785586,  Lng: -104.899725),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 8,000 (year 2008),  Features Intersected: QUEBEC STREET,  Facility Carried by Structure: 49TH AVENUE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: D-04-BOST-04,  Location: 0.4 MI SOUTH OF I70 (Lat: 39.772661,  Lng: -104.902956),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 47,147 (year 2009),  Truck Traffic: 11%,  Features Intersected: QUEBEC STREET,  Facility Carried by Structure: SANDOWN ROAD/ 40TH
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: D-04-BOST-043,  Location: EAST OF QUEBEC/I-270 (Lat: 39.785494,  Lng: -104.897553),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2008),  Features Intersected: SPRUCE STREET,  Facility Carried by Structure: EB 49TH AVENUE
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: D-04-BOST-044,  Location: EAST OF QUEBEC/I-270 (Lat: 39.785650,  Lng: -104.897639),  Route carried "under" structure: City street ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 250 (year 2008),  Features Intersected: SPRUCE STREET,  Facility Carried by Structure: WB 49TH AVENUE
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: D-04-BOST-045,  Location: JUST SOUTH OF PARK AVE. W (Lat: 39.756567,  Lng: -104.997400),  Route carried "under" structure: City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 23,858 (year 2008),  Truck Traffic: 4%,  Features Intersected: 20TH STREET,  Facility Carried by Structure: WEWATTA ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: D-04-BOST-050A,  Location: BLAKE STREET OVER 38TH ST (Lat: 39.770969,  Lng: -104.972811),  Route carried "under" structure: City street _,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 669 (year 2013),  Truck Traffic: 7%,  Features Intersected: 38TH STREET,  Facility Carried by Structure: BLAKE STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: D-04-BOST-052,  Location: 0.2 MI NORTH OF BLAKE (Lat: 39.761492,  Lng: -104.988044),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 13,977 (year 2008),  Truck Traffic: 5%,  Features Intersected: BROADWAY,  Facility Carried by Structure: COORS FIELD ACCESS
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: D-04-BOST-055,  Location: 0.25 MI E OF PLATTE RIVER (Lat: 39.753119,  Lng: -105.008047),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 752 (year 2008),  Truck Traffic: 4%,  Features Intersected: LITTLE RAVEN ST,  Facility Carried by Structure: SPEER BLVD WB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: D-04-BOST-056,  Location: 0.25 MI E OF PLATTE RIVER (Lat: 39.752981,  Lng: -105.008231),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 752 (year 2008),  Truck Traffic: 4%,  Features Intersected: LITTLE RAVEN ST,  Facility Carried by Structure: SPEER BLVD EB
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Arch - Thru,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: D-04-BOST-065A,  Location: S OF 6TH AVE NEAR QUIVAS (Lat: 39.725472,  Lng: -105.006853),  Route carried "under" structure: Ramp City street ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,700 (year 2009),  Truck Traffic: 5%,  Features Intersected: OFF-RAMP FROM EB 6TH AVE,  Facility Carried by Structure: ON RAMP TO EB 6TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: D-04-BOST-1,  Location: BANNOCK AT MISSISSIPPI AV (Lat: 39.696617,  Lng: -104.990169),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 14,856 (year 2008),  Truck Traffic: 5%,  Features Intersected: MISSISSIPPI AVENUE,  Facility Carried by Structure: BANNOCK ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: D-04-BOST-11,  Location: BTWN BRDWY AND SANTA FE (Lat: 39.696672,  Lng: -104.989300),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 14,856 (year 2008),  Truck Traffic: 6%,  Features Intersected: MISSISSIPPI AVENUE,  Facility Carried by Structure: SERVICE ROAD
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.1m (36.4ft)

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Structure Number: D-04-BOST-15,  Location: UNION AVE OVER I-25 (Lat: 39.628533,  Lng: -104.904239),  Route carried "under" structure: Interstate 25A,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 217,000 (year 2008),  Truck Traffic: 5%,  Features Intersected: I-25,  Facility Carried by Structure: UNION AVE WB
Minimum Vertical Clearance: 6.37m (20.90ft),  Kilometerpoint: 321.692,  Lanes on structure: 3,  Lanes under structure: 17,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: D-04-BOST-151,  Location: UNION AVE OVER I-25 (Lat: 39.628381,  Lng: -104.904581),  Route carried "under" structure: Interstate 25A,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 217,000 (year 2008),  Truck Traffic: 5%,  Features Intersected: I-25,  Facility Carried by Structure: UNION AVE EB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 321.676,  Lanes on structure: 3,  Lanes under structure: 17,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 63.4m (208.0ft)

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Structure Number: D-04-BOST-16,  Location: 0.1 MI E OF LITTLE RAVEN (Lat: 39.753214,  Lng: -105.005053),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,029 (year 2008),  Truck Traffic: 4%,  Features Intersected: 15TH STREET,  Facility Carried by Structure: PRIVATE ACCESS RD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: D-04-BOST-161,  Location: 0.1 MI E OF LITTLE RAVEN (Lat: 39.753106,  Lng: -105.004861),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,029 (year 2008),  Features Intersected: 15TH STREET,  Facility Carried by Structure: PRIVATE ACCESS RD
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: D-05-RRBR-094-B,  Location: 0.1 MI EAST OF LIPAN ST (Lat: 39.758906,  Lng: -105.000300),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 19,813 (year 2008),  Features Intersected: 20TH STREET,  Facility Carried by Structure: RR ACCESS ROAD
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: D-07-PO-023,  Location: 0.2 MI W OF WYNKOOP (Lat: 39.756139,  Lng: -104.996714),  Route carried "under" structure: City street ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 23,858 (year 2008),  Features Intersected: 20TH STREET,  Facility Carried by Structure: ACCESS TO COORS FD
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.2m (86.0ft)

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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 "under" structure: Other road ,  Year Built: 1995,  Structure Length: 0. m,  Features Intersected: PEDESTRIAN PATH,  Facility Carried by Structure: EB 56TH AVE
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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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 "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,819 (year 2008),  Truck Traffic: 5%,  Features Intersected: GREEN VALLEY RANCH BLVD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 6.77m (22.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.8m (107.6ft)

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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 "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 12,819 (year 2009),  Truck Traffic: 5%,  Features Intersected: GREEN VALLEY RANCH BLVD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.7m (113.8ft)

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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 "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,464 (year 2008),  Truck Traffic: 5%,  Features Intersected: 56TH AVENUE,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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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 "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,464 (year 2009),  Truck Traffic: 5%,  Features Intersected: 56TH AVENUE,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 6.95m (22.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: D-31-PB-35,  Location: 5.0 MI NORTH OF I-70 (Lat: 39.834006,  Lng: -104.772208),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 19,627 (year 2008),  Truck Traffic: 5%,  Features Intersected: TOWER ROAD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: D-31-PB-36,  Location: 5.0 MI NORTH OF I-70 (Lat: 39.833283,  Lng: -104.772211),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 19,627 (year 2008),  Truck Traffic: 5%,  Features Intersected: TOWER ROAD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: D-31-PB-46,  Location: 2.0 MI EAST OF E-470 (Lat: 39.834325,  Lng: -104.715703),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 9,061 (year 2008),  Truck Traffic: 5%,  Features Intersected: GUN CLUB ROAD,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.6m (182.4ft)

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Structure Number: D-31-PB-47,  Location: 2.0 MI EAST OF E-470 (Lat: 39.833561,  Lng: -104.715717),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 9,061 (year 2009),  Truck Traffic: 5%,  Features Intersected: GUN CLUB ROAD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 7.56m (24.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.7m (182.7ft)

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Structure Number: D-31-PB-53,  Location: 3.0 MI EAST OF E-470 (Lat: 39.834172,  Lng: -104.693103),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 15,577 (year 2008),  Truck Traffic: 5%,  Features Intersected: JACKSON GAP ST,  Facility Carried by Structure: SB PENA BLVD
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.6m (182.4ft)

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Structure Number: D-31-PB-54,  Location: 3.0 MI EAST OF E-470 (Lat: 39.833386,  Lng: -104.693117),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 15,577 (year 2008),  Truck Traffic: 5%,  Features Intersected: JACKSON GAP RD,  Facility Carried by Structure: NB PENA BLVD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 55.6m (182.4ft)

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Structure Number: D-31-PB-65,  Location: 4.2 MI EAST OF E-470 (Lat: 39.834406,  Lng: -104.672828),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 25,969 (year 2008),  Truck Traffic: 5%,  Features Intersected: NB PENA BLVD,  Facility Carried by Structure: 76TH AVENUE
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 51.7m (169.6ft)

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Structure Number: D-31-PB-68,  Location: S OF TERMINAL BLDG (Lat: 39.842114,  Lng: -104.673992),  Route carried "under" structure: City street ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 15,325 (year 2008),  Truck Traffic: 5%,  Features Intersected: SCOTTSBURG ROAD,  Facility Carried by Structure: QUEENSBURG ROAD
Minimum Vertical Clearance: 5.85m (19.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: D-31-PB-7,  Location: S OF TERMINAL BLDG (Lat: 39.842453,  Lng: -104.674075),  Route carried "under" structure: City street ,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: SCOTTSBURG ROAD,  Facility Carried by Structure: HAUL ROAD
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.5m (211.6ft)

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Structure Number: D-31-PB-71,  Location: W TERMINAL OUTBOUND (Lat: 39.842969,  Lng: -104.677253),  Route carried "under" structure: ServiceCity street ,  Year Built: 2010,  Structure Length: 0. m,  Features Intersected: HAUL ROAD,  Facility Carried by Structure: PENA BLVD
Minimum Vertical Clearance: 5.30m (17.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: D-31-PB-75,  Location: SE OF EAST PARKING STRUCT (Lat: 39.848117,  Lng: -104.669828),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 2%,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: SE 2ND LEVEL EXIT
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: D-31-PB-85,  Location: SW CORNER WEST PARKING ST (Lat: 39.848153,  Lng: -104.677894),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 450 (year 2008),  Truck Traffic: 2%,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: SW 2ND LEVEL ENT
Minimum Vertical Clearance: 3.93m (12.89ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: D-31-PB-902,  Location: BTWN SW GARAGES (Lat: 39.848056,  Lng: -104.675672),  Route carried "under" structure: City street ,  Year Built: 2007,  Structure Length: 0. m,  Features Intersected: 84TH AVENUE,  Facility Carried by Structure: SW 4/5TH LVL PARK
Minimum Vertical Clearance: 7.80m (25.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.6m (57.7ft)

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Structure Number: E-16-EO,  Location: IN DENVER (Lat: 39.755072,  Lng: -105.012400),  Route carried "under" structure: Interstate 25A,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 24,647 (year 2016),  Truck Traffic: 7%,  Features Intersected: I 25 ML,  Facility Carried by Structure: SPEER BLVD SBND
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.317,  Lanes on structure: 3,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: E-16-EW,  Location: IN DENVER (Lat: 39.755236,  Lng: -105.012153),  Route carried "under" structure: Interstate 25A,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 23,887 (year 2016),  Truck Traffic: 7%,  Features Intersected: I 25 ML,  Facility Carried by Structure: SPEER BLVD NBND
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 3.874,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: E-16-FJ,  Location: DENVER, FEDERAL BLVD. (Lat: 39.784025,  Lng: -105.025025),  Route carried "under" structure: Interstate 70A,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 108,000 (year 2011),  Truck Traffic: 6%,  Features Intersected: I 70 ML,  Facility Carried by Structure: US 287 ML
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 437.656,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 34.7m (113.8ft)