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

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Structure Number: AVON-BEAVER CR,  Location: 0.1 MI N OF SH6 (Lat: 39.636444,  Lng: -106.536611),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 4,136 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,926 (year 2024),  Design Load: HS 20,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: W BEAVER CK BLVD
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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: Monolithic Concrete

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Structure Number: AVON-BOB,  Location: .3 MI S OF JCT I 70 ML (Lat: 39.631889,  Lng: -106.522556),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 12,041 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 28,897 (year 2024),  Design Load: HS 20,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: AVON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AVON-BUCK CK-1,  Location: 0.4 MI N OF NOTTINGHAM RD (Lat: 39.646667,  Lng: -106.516667),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 511 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,227 (year 2024),  Design Load: HS 20,  Features Intersected: BUCK CREEK,  Facility Carried by Structure: MOUNTAIN STAR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.7 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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: AVON-BUCK CK-2,  Location: 0.5 MI N OF NOTTINGHAM RD (Lat: 39.647583,  Lng: -106.518556),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 511 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,227 (year 2024),  Design Load: HS 20,  Features Intersected: BUCK CREEK TRIBUTARY,  Facility Carried by Structure: MOUNTAIN STAR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: AVON-EAGLE BEND,  Location: 0.01 MI N OF SH 6 (Lat: 39.627861,  Lng: -106.512694),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 1,891 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,538 (year 2024),  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: STONEBRIDGE 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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.2m (128.6ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: AVON-POST BLVD,  Location: JUST N OF HWY 6 (Lat: 39.624722,  Lng: -106.504722),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 7,550 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,120 (year 2026),  Design Load: HS 25,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: POST BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.0m (128.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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-10-D,  Location: 2 MI E. OF AVON INT. (Lat: 39.633333,  Lng: -106.502778),  Route carried "on" structure: Interstate 70A,  Year Built: 2003,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 17,650 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,123 (year 2025),  Design Load: HS 25,  Features Intersected: City Streeet,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 270.650,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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-10-S,  Location: AVON INTERCHANGE (Lat: 39.635556,  Lng: -106.520833),  Route carried "on" structure: Interstate 70A,  Year Built: 1971,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,300 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: AVON ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 268.097,  Lanes on structure: 3,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2004,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $346,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-10-T,  Location: AVON INTERCHANGE (Lat: 39.635556,  Lng: -106.520833),  Route carried "on" structure: Interstate 70A,  Year Built: 1971,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 24,300 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: AVON ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 268.096,  Lanes on structure: 3,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.39m (14.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $346,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-10-W,  Location: 2 MI E OF AVON INT. (Lat: 39.627500,  Lng: -106.496111),  Route carried "on" structure: Interstate 70A,  Year Built: 2003,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 17,650 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,123 (year 2025),  Design Load: HS 25,  Features Intersected: CITY STREET,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 270.648,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Excellent,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  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-11-AB,  Location: 2.2 MI E OF JCT US 24 (Lat: 39.621944,  Lng: -106.484444),  Route carried "on" structure: Interstate 70A,  Year Built: 1972,  Status: Open,  Structure Length: 19.94m (65.42ft),  Average Daily Traffic: 17,650 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,123 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US 6, RR, EAGLE RIVER,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.533,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Serious,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.94m (65.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $4,196,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $6,294,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-AC,  Location: 12.3 MI E OF JCT SH 131 (Lat: 39.621944,  Lng: -106.485000),  Route carried "on" structure: Interstate 70A,  Year Built: 1972,  Status: Open,  Structure Length: 19.94m (65.42ft),  Average Daily Traffic: 17,650 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 29,123 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: US 6, RR, EAGLE RIVER,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 271.532,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.90m (65.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $5,416,000,  Roadway Improvement Cost: $542,000,  Total Project Cost: $8,125,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: F-11-E MINOR,  Location: 2.6 MI W. OF I-70 (Lat: 39.623889,  Lng: -106.505000),  Route carried "on" structure: US 6E,  Year Built: 1990,  Status: Open,  Structure Length: 0.37m (1.21ft),  Average Daily Traffic: 3,700 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,365 (year 2025),  Design Load: HS 20,  Features Intersected: PED UNDERPASS/GOLF CRSNG,  Facility Carried by Structure: SH 6 ML
Kilometerpoint: 277.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Culverts: Good,  Operating Rating: 36.3 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: AVON-BRIDGET,  Location: .3 MI S OF JCT I 70 ML (Lat: 39.633333,  Lng: -106.522528),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 12,041 (year 2003),  Truck Traffic: 3%,  Features Intersected: AVON ROAD,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.3m (40.4ft)

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Structure Number: AVON-POST RR,  Location: .1 MI N OF HWY 6 (Lat: 39.626222,  Lng: -106.503164),  Route carried "under" structure: City street ,  Year Built: 2004,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 7,550 (year 2006),  Truck Traffic: 4%,  Features Intersected: POST BLVD,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.6m (51.2ft)

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Structure Number: F-10-S,  Location: AVON INTERCHANGE (Lat: 39.635556,  Lng: -106.520833),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,500 (year 2003),  Truck Traffic: 19%,  Features Intersected: AVON ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 1.670,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: F-10-T,  Location: AVON INTERCHANGE (Lat: 39.635556,  Lng: -106.520833),  Route carried "under" structure: City street ,  Year Built: 1971,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 2,500 (year 2003),  Truck Traffic: 19%,  Features Intersected: AVON ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 1.670,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: F-11-AB,  Location: 2.2 MI E OF JCT US 24 (Lat: 39.621944,  Lng: -106.484444),  Route carried "under" structure: US 6E,  Year Built: 1972,  Structure Length: 19.94m (65.42ft),  Average Daily Traffic: 3,700 (year 2005),  Truck Traffic: 4%,  Features Intersected: US 6, RR, EAGLE RIVER,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 2.770,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: F-11-AC,  Location: 12.3 MI E OF JCT SH 131 (Lat: 39.621944,  Lng: -106.485000),  Route carried "under" structure: US 6E,  Year Built: 1972,  Structure Length: 19.94m (65.42ft),  Average Daily Traffic: 3,700 (year 2005),  Truck Traffic: 4%,  Features Intersected: US 6, RR, EAGLE RIVER,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 2.770,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.0m (157.5ft)