Bridge Statistics for No Name, Colorado (CO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: F-07-AK,  Location: 1.8 MI E OF GLENWD SPGS (Lat: 39.563831,  Lng: -107.276942),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.849,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Other,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AL,  Location: 1.9 MI E OF GLNWD SPGS (Lat: 39.565028,  Lng: -107.276192),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 18.69m (61.32ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.991,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 40.0m (131.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AN,  Location: 2.7 MI E OF GLNWD SPGS. (Lat: 39.564833,  Lng: -107.268283),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.768,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 40.1m (131.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AO,  Location: JUST W/OF GRIZZLY CRK INT (Lat: 39.562983,  Lng: -107.264389),  Route carried "on" structure: Interstate 70A,  Year Built: 1984,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEER PARK DEPRESSION,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.225,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.6 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: Equal to present minimum criteria,  Deck Geometry: 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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AP,  Location: GLNWD CNYN W OF GRZLY CRE (Lat: 39.562947,  Lng: -107.261478),  Route carried "on" structure: Interstate 70A,  Year Built: 1984,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEER PARK DEPRESSION,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.480,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AQ,  Location: JUST W OF GRIZZLY CRK INT (Lat: 39.562875,  Lng: -107.260056),  Route carried "on" structure: Interstate 70A,  Year Built: 1984,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEER PARK DEPRESSION,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.599,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AR,  Location: GRIZZLY CK INTERCHANGE (Lat: 39.561811,  Lng: -107.255931),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 10.58m (34.71ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO I 70 WBND,DRAW,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.970,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 80.5 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: July 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: F-07-AT,  Location: AT GRIZZLE CRK REST AREA (Lat: 39.561461,  Lng: -107.253964),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 9.46m (31.04ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.147,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AU,  Location: GRIZZLY CREEK INTERCHANGE (Lat: 39.561689,  Lng: -107.255894),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO I 70 WBND, DRAW,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.978,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.4m (158.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AV,  Location: 3.8 MI E OF GLENWOOD SPRI (Lat: 39.561336,  Lng: -107.254025),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 11.32m (37.14ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.144,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AW,  Location: BTWN GRIZLY CK & WST END (Lat: 39.564853,  Lng: -107.275639),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 10.31m (33.83ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.002,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-AX,  Location: 2.3 MI E OF GLNWD TUNNLS (Lat: 39.565008,  Lng: -107.269067),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.718,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 19 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 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: July 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: F-07-AZ,  Location: AT GRIZZLEY CREEK REST AR (Lat: 39.560833,  Lng: -107.250647),  Route carried "on" structure: ServiceInterstate 70A,  Year Built: 1991,  Status: Open,  Structure Length: 2.75m (9.02ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,910 (year 2040),  Design Load: HS 20,  Features Intersected: GRIZZLY CREEK SR,  Facility Carried by Structure: I 70 SERVICE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.406,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-07-P,  Location: W END OF GLENWOOD CANYON (Lat: 39.560903,  Lng: -107.293356),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1966,  Status: Open,  Structure Length: 4.80m (15.75ft),  Average Daily Traffic: 964 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,025 (year 2027),  Design Load: HS 20,  Features Intersected: I 70 ML SR,  Facility Carried by Structure: COUNTY ROAD 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.887,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: Bituminous

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Structure Number: F-08-AA,  Location: GRZLY CRK-RST, GLNWD CNYN (Lat: 39.561211,  Lng: -107.251297),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ACCESS RD,GRIZZLY CREEK,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 8.31m (27.26ft),  Kilometerpoint: 195.378,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.4m (122.7ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.99m (42.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $2,000,  Total Project Cost: $3,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-08-AB,  Location: 3.4 MI E OF GLENWD. SPGS. (Lat: 39.560925,  Lng: -107.250653),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: GRIZZLY CREEK,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.439,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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: Integral Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-08-AC,  Location: GRIZZLY CREEK INTERCHANGE (Lat: 39.560014,  Lng: -107.248522),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1988,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: RAMP TO GRIZZLY CREEK,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.651,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Other,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-08-AF,  Location: E. OF GRIZZLY CRK INT (Lat: 39.558328,  Lng: -107.247247),  Route carried "on" structure: Interstate 70A,  Year Built: 1986,  Status: Open,  Structure Length: 5.47m (17.95ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.496,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-08-AG,  Location: GLENWOOD CANYON (Lat: 39.559236,  Lng: -107.241322),  Route carried "on" structure: Interstate 70A,  Year Built: 1988,  Status: Open,  Structure Length: 5.70m (18.70ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 196.496,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: Other,  Membrane: Other

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Structure Number: F-08-AH,  Location: SHOSHONE POWER PLANT (Lat: 39.568219,  Lng: -107.229583),  Route carried "on" structure: Interstate 70A,  Year Built: 1987,  Status: Open,  Structure Length: 45.69m (149.90ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ACCESS RD, COLORADO RVR,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.951,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  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: 10,  Length of Maximum Span: 50.3m (165.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: 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

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Structure Number: F-08-AI,  Location: SHOSHONE POWER PLANT (Lat: 39.568369,  Lng: -107.229581),  Route carried "on" structure: Interstate 70A,  Year Built: 1989,  Status: Open,  Structure Length: 44.60m (146.33ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ACCESS RD, COLORADO RVR,  Facility Carried by Structure: I 70 WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 197.964,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-08-AW,  Location: GRIZZLY CREEK INTERCHANGE (Lat: 39.560258,  Lng: -107.249117),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1988,  Status: Open,  Structure Length: 10.13m (33.23ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP/GRIZZLY CREEK,DRAW,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.595,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.8m (147.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.7 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: F-08-BA,  Location: 4 MI E OF GLENWOOD SPRING (Lat: 39.558344,  Lng: -107.247258),  Route carried "on" structure: Interstate 70A,  Year Built: 1985,  Status: Open,  Structure Length: 24.09m (79.04ft),  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,455 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: COLORADO RIVER,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 195.862,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  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,  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: F-08-BC,  Location: POWER PLANT INTERCHANGE ( (Lat: 39.566650,  Lng: -107.232317),  Route carried "on" structure: Ramp Interstate 70A,  Year Built: 1987,  Status: Open,  Structure Length: 34.02m (111.61ft),  Average Daily Traffic: 17,000 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 20,910 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 70, COLORADO RIVER R,  Facility Carried by Structure: RAMP TO SHOSHONE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.069,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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

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Structure Number: GAR129-00.32,  Location: Exit 119 I-70 Sw.5 mi (Lat: 39.560361,  Lng: -107.299722),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 334 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 424 (year 2040),  Design Load: HS 20,  Features Intersected: No Name Creek,  Facility Carried by Structure: County Road 129
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.288,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-07-P,  Location: W END OF GLENWOOD CANYON (Lat: 39.560903,  Lng: -107.293356),  Route carried "under" structure: Interstate 70A,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2018),  Truck Traffic: 15%,  Features Intersected: I 70 ML SR,  Facility Carried by Structure: COUNTY ROAD 129
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 0.887,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.5m (47.6ft)