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

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Structure Number: F-11-AG,  Location: EAST VAIL INTERCHANGE (Lat: 39.644444,  Lng: -106.306389),  Route carried "on" structure: Interstate 70A,  Year Built: 1975,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,700 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,901 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.409,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-11-AH,  Location: E. VAIL INTERCHANGE (Lat: 39.644444,  Lng: -106.306389),  Route carried "on" structure: Interstate 70A,  Year Built: 1975,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 11,700 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,901 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 289.411,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-11-AI,  Location: BETWEEN VAIL & EAST VAIL (Lat: 39.646667,  Lng: -106.325000),  Route carried "on" structure: Interstate 70A,  Year Built: 1975,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 11,700 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,901 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 287.760,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-AJ,  Location: EAST END OF VAIL (Lat: 39.647500,  Lng: -106.325000),  Route carried "on" structure: Interstate 70A,  Year Built: 1975,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 11,700 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,901 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 287.762,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-AU,  Location: 10.7 MI E OF JCT SH24 (Lat: 39.625556,  Lng: -106.277500),  Route carried "on" structure: Interstate 70A,  Year Built: 1977,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 9,950 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,826 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CO RD, GORE CREEK,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.577,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-11-AV,  Location: 13.5 MI W OF JCT SH 91 (Lat: 39.625556,  Lng: -106.276944),  Route carried "on" structure: Interstate 70A,  Year Built: 1977,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 9,950 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,826 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: CO RD, GORE CREEK,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 292.579,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-11-AW,  Location: 14.7 MI W OF JCT SH91 (Lat: 39.638056,  Lng: -106.295000),  Route carried "on" structure: Interstate 70A,  Year Built: 1977,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 28.11m (92.22ft),  Average Daily Traffic: 9,950 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,826 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.904,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 2,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-11-AX,  Location: 9.7 MI E OF JCT SH24 (Lat: 39.638056,  Lng: -106.295000),  Route carried "on" structure: Interstate 70A,  Year Built: 1977,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 23.38m (76.71ft),  Average Daily Traffic: 9,950 (year 2005),  Truck Traffic: 13%,  Average Future Daily Traffic: 14,826 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: HILLSIDE,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 290.906,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: F-11-N,  Location: IN VAIL (Lat: 39.643333,  Lng: -106.377500),  Route carried "on" structure: Interstate 70A,  Year Built: 1969,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 18,650 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,908 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: VAIL ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.235,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-O,  Location: IN VAIL (Lat: 39.643611,  Lng: -106.377222),  Route carried "on" structure: Interstate 70A,  Year Built: 1969,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 18,650 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,908 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: VAIL ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 283.234,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.2 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: 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-P,  Location: WEST VAIL (Lat: 39.627778,  Lng: -106.420278),  Route carried "on" structure: Interstate 70A,  Year Built: 1969,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 17,200 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,176 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: WEST VAIL ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 278.872,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 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: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-Q,  Location: IN VAIL (Lat: 39.642222,  Lng: -106.395278),  Route carried "on" structure: Interstate 70A,  Year Built: 1984,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 3,730 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,781 (year 2025),  Design Load: H 15,  Features Intersected: RED SANDSTONE CREEK SR,  Facility Carried by Structure: I 70 FRONTAGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 281.544,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-R,  Location: WEST VAIL (Lat: 39.627778,  Lng: -106.420278),  Route carried "on" structure: Interstate 70A,  Year Built: 1969,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 17,200 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,176 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: WEST VAIL ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 278.870,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-S,  Location: IN VAIL (Lat: 39.642500,  Lng: -106.396389),  Route carried "on" structure: Interstate 70A,  Year Built: 1940,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 373 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 578 (year 2025),  Design Load: H 15,  Features Intersected: RED SANDSTONE CREEK SR,  Facility Carried by Structure: I 70 (S FRONTGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 281.543,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006

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Structure Number: F-11-V,  Location: VAIL VALLEY DRIVE (Lat: 39.642222,  Lng: -106.351944),  Route carried "on" structure: Interstate 70A,  Year Built: 1969,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 11,700 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,901 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 285.454,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-X,  Location: VAIL VALLEY DRIVE (Lat: 39.642222,  Lng: -106.351944),  Route carried "on" structure: Interstate 70A,  Year Built: 1969,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 11,700 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,901 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 285.453,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.9 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-BIGHORN-A,  Location: 0.2 MI SE OF I-70 (Lat: 39.642083,  Lng: -106.305417),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 3,546 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,510 (year 2024),  Design Load: HS 20,  Features Intersected: PITKIN CREEK,  Facility Carried by Structure: BIGHORN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: VAIL-BLK GORE-A,  Location: 0.2 MI NE OF MAIN GORE DR (Lat: 39.625139,  Lng: -106.280942),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 130 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 311 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: BLACK GORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: VAIL-BRIDGE RD,  Location: 0.1 MI S OF BIGHORN ROAD (Lat: 39.641889,  Lng: -106.306028),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 246 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 589 (year 2024),  Features Intersected: GORE CREEK,  Facility Carried by Structure: BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: VAIL-FOREST-A,  Location: 0.1 MI S OF FRONTAGE ROAD (Lat: 39.640833,  Lng: -106.393556),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.89m (12.76ft),  Average Daily Traffic: 1,147 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,753 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: FOREST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.1m (121.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: VAIL-GORE CRK-A,  Location: 0.1 MI S OF FRONTAGE ROAD (Lat: 39.629722,  Lng: -106.415556),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 927 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,225 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: GORE CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 48 months,  Inspection Date: June 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: VAIL-GORE-1,  Location: .15 MI EAST OF I70 (Lat: 39.627556,  Lng: -106.274861),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 123 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 295 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: BIGHORN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.0m (19.7ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $275,000 ( Estimate for 2004)

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Structure Number: VAIL-KINNICK-1,  Location: JUST S OF FRONTAGE ROAD (Lat: 39.620139,  Lng: -106.427972),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 1,018 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,443 (year 2024),  Features Intersected: GORE CREEK,  Facility Carried by Structure: KINNICKINIK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-KINNICK-A,  Location: 0.1 MI SE OF FRONTAGE RD (Lat: 39.618083,  Lng: -106.432944),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,192 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,860 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: KINNICKINIK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 37.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-LUPINE-1A,  Location: .2 MI S BIGHORN ROAD (Lat: 39.638333,  Lng: -106.301944),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 83 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 199 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: LUPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-MAIN GORE,  Location: 0.1 MI N OF JUNIPER LANE (Lat: 39.626944,  Lng: -106.283917),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 647 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,553 (year 2024),  Features Intersected: GORE CREEK,  Facility Carried by Structure: MAIN GORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-MATTERHORN,  Location: 0.1 MI S OF FRONTAGE ROAD (Lat: 39.633611,  Lng: -106.410278),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 1,765 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,237 (year 2024),  Features Intersected: GORE CREEK,  Facility Carried by Structure: MATTERHORN CIRCLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $398,000 ( Estimate for 2004),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-MEADOW,  Location: 0.01 MI S STREAMSIDE CIR (Lat: 39.633333,  Lng: -106.293056),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 1,185 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,844 (year 2024),  Features Intersected: GORE CREEK,  Facility Carried by Structure: MEADOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-NUGGET-A,  Location: 0.01 MI S STREAMSIDE CIR (Lat: 39.635333,  Lng: -106.296861),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 176 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 421 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: NUGGET LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $119,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $178,000 ( Estimate for 2004),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-STRMSIDE-A,  Location: 0.01 MI S OF I-70 W ENTRA (Lat: 39.627500,  Lng: -106.420000),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,141 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,738 (year 2024),  Design Load: HS 25,  Features Intersected: GORE CREEK,  Facility Carried by Structure: STREAMSIDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: VAIL-VAIL RD-A,  Location: JUST N OF BEAVER DAM ROAD (Lat: 39.640667,  Lng: -106.378139),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 2,914 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,994 (year 2024),  Design Load: HS 25,  Features Intersected: GORE CREEK,  Facility Carried by Structure: VAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: VAIL-VALLEY-1A,  Location: 0.01 MI S OF FRONTAGE RD (Lat: 39.641944,  Lng: -106.352500),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 1,324 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,179 (year 2024),  Design Load: HS 25,  Features Intersected: GORE CREEK,  Facility Carried by Structure: VAIL VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: VAIL-VALLEY-2A,  Location: 0.1 MI S OF FRONTAGE ROAD (Lat: 39.638833,  Lng: -106.371306),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,073 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,375 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: VAIL VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  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,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $51,000 ( Estimate for 2004),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: VAIL-WESTHAVEN,  Location: 0.3 MI SW OF FRONTAGE RD (Lat: 39.636167,  Lng: -106.404361),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 610 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,464 (year 2024),  Features Intersected: GORE CREEK,  Facility Carried by Structure: WESTHAVEN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 6.8m (22.3ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: VAIL-WILLOW-A,  Location: 0.1 MI N OF GORE CREEK DR (Lat: 39.641194,  Lng: -106.375556),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 486 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,167 (year 2024),  Design Load: HS 20,  Features Intersected: GORE CREEK,  Facility Carried by Structure: WILLOW BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: F-11-AY,  Location: IN VAIL (Lat: 39.644722,  Lng: -106.389444),  Route carried "under" structure: Interstate 70A,  Year Built: 1977,  Structure Length: 11.31m (37.11ft),  Average Daily Traffic: 37,300 (year 2005),  Truck Traffic: 9%,  Features Intersected: I70 ML,  Facility Carried by Structure: PED OVERPASS
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 282.156,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 49.3m (161.7ft)

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Structure Number: VAIL-WSTHVN-PED,  Location: 0.1 MI SW OF FRONTAGE RD (Lat: 39.637639,  Lng: -106.403361),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 610 (year 2003),  Truck Traffic: 2%,  Features Intersected: WESTHAVEN DRIVE,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 17.7m (58.1ft)