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

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Structure Number: BRECK-ADAMS,  Location: .1 MILE WEST OF MAIN ST (Lat: 39.479278,  Lng: -106.047000),  Route carried "on" structure: Ramp City street ,  Year Built: 1992,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 389 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 934 (year 2023),  Design Load: HS 20,  Features Intersected: BLUE RIVER,  Facility Carried by Structure: ADAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  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: BRECK-BROKENLNC,  Location: .5 MILE SW OF HIGHWAY 9 (Lat: 39.469500,  Lng: -106.045386),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 1,178 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,827 (year 2023),  Features Intersected: BLUE RIVER,  Facility Carried by Structure: BROKEN LANCE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.804,  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: 6.9m (22.6ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2007,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: BRECK-FRENCH,  Location: JUST WEST OF HIGHWAY 9 (Lat: 39.487194,  Lng: -106.046833),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,244 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,386 (year 2023),  Design Load: HS 20,  Features Intersected: BLUE RIVER,  Facility Carried by Structure: FRENCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.5m (47.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 25.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: BRECK-PARK-2,  Location: JUST WEST OF SH 9 (Lat: 39.486111,  Lng: -106.730556),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 2,637 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,323 (year 2023),  Design Load: HS 20,  Features Intersected: BLUE RIVER,  Facility Carried by Structure: PARK AVENUE
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: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 7.2m (23.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-12-AX,  Location: 4.1 MI NO OF BRECKENRIDGE (Lat: 39.539167,  Lng: -106.041944),  Route carried "on" structure: State highway 9C,  Year Built: 1975,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 18,200 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 29,302 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: BLUE RIVER,  Facility Carried by Structure: SH 9 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 146.018,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007

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Structure Number: BRECK-BVR RUN1,  Location: BEAVER RUN RESORT (Lat: 39.474139,  Lng: -106.051528),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 350 (year 2002),  Features Intersected: VILLAGE ROAD,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: BRECK-BVR RUN2,  Location: BEAVER RUN RESORT (Lat: 39.473889,  Lng: -106.052694),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 350 (year 2002),  Features Intersected: VILLAGE ROAD,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 36.2m (118.8ft)

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Structure Number: BRECK-SHOCKHILL,  Location: JUST NORTH OF SKI HILL RD (Lat: 39.486972,  Lng: -106.052639),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 75 (year 2002),  Features Intersected: SHOCK HILL DRIVE,  Facility Carried by Structure: SKI RUN
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Suspension,  Length of Maximum Span: 20.3m (66.6ft)

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Structure Number: BRECK-SKIHILL,  Location: .3 MI W OF SAW MILL RD (Lat: 39.482806,  Lng: -106.051750),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 900 (year 2006),  Truck Traffic: 3%,  Features Intersected: SKI HILL ROAD,  Facility Carried by Structure: SKI RUN
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.0m (52.5ft)

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Structure Number: BRECK-SNOWYRDG,  Location: .5 MI W OF KINGS CROWN RD (Lat: 39.475250,  Lng: -106.056358),  Route carried "under" structure: City street ,  Year Built: 1997,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 75 (year 2002),  Features Intersected: SNOWY RIDGE DRIVE,  Facility Carried by Structure: SKI RUN
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)