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


  • National Bridge Inventory (NBI) Statistics
  • 15Number of bridges
  • 48m157ftTotal length
  • $154,000Total costs
  • 145,744Total average daily traffic
  • 11,570Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Edwards
  • No street view available for this location

New bridges - Historical Statistics

  • 21940-1949
  • 101970-1979
  • 11980-1989
  • 11990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: EAG-028-00.1A,  Location: 0.01 MI N OF SH 6 (Lat: 39.654444,  Lng: -106.628889),  Route carried "on" structure: County highway ,  Year Built: 1981,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 3,044 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,597 (year 2033),  Design Load: HS 20,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: COUNTY ROAD 28
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EAG-25A-00.2,  Location: 0.2 MI W OF LAKE CREEK RD (Lat: 39.623056,  Lng: -106.616111),  Route carried "on" structure: County highway ,  Year Built: 1940,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 729 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,100 (year 2033),  Design Load: HS 20,  Features Intersected: EAST LAKE CREEK,  Facility Carried by Structure: W LAKE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $71,000 ( Estimate for 2014),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: EAG-EDW-00.1A,  Location: 0.1 MI N OF U.S 6 (Lat: 39.639444,  Lng: -106.571944),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 5,014 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,571 (year 2033),  Design Load: HS 25,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: MILLER RANCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 14,  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: EAG-LC1-00.1A,  Location: .01 MI W LAKE CREEK ROAD (Lat: 39.622222,  Lng: -106.618056),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 257 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 388 (year 2033),  Design Load: HS 20,  Features Intersected: WEST LAKE CREEK,  Facility Carried by Structure: POLAR STAR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.7m (28.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.9 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 minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-C,  Location: .8 MI. W. OF EDWARDS (Lat: 39.647789,  Lng: -106.609447),  Route carried "on" structure: US 6E,  Year Built: 1942,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 9,500 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,250 (year 2031),  Design Load: H 15,  Features Intersected: EAST LAKE CREEK,  Facility Carried by Structure: US 6 ML
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 265.756,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.1 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 desirable criteria,  Length Of Structure Improvement: 1.31m (4.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 14,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $83,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-I,  Location: AT EDWARDS (Lat: 39.647664,  Lng: -106.589725),  Route carried "on" structure: Spur State highway 70G,  Year Built: 1970,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,860 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: UP RR,  Facility Carried by Structure: I 70 (EDWARDS SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.275,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: 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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-N,  Location: W. END OF EDWARDS (Lat: 39.656061,  Lng: -106.628506),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,150 (year 2031),  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: 258.230,  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: 11.9m (39.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-O,  Location: 3.9 MI E OF JCT SH 131 (Lat: 39.655842,  Lng: -106.628533),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,150 (year 2031),  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: 258.228,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  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: 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 minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-P,  Location: EDWARDS INTERCHANGE (Lat: 39.649517,  Lng: -106.587444),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,150 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 70 BUSS RT,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.918,  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: 17.7m (58.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-Q,  Location: IN EDWARDS (Lat: 39.645919,  Lng: -106.592389),  Route carried "on" structure: Spur State highway 70G,  Year Built: 1970,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 17,000 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,860 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: I 70 (EDWARDS SPUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.1m (59.4ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-R,  Location: EDWARDS INTERCHANGE (Lat: 39.649319,  Lng: -106.587514),  Route carried "on" structure: Interstate 70A,  Year Built: 1970,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,000 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,150 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: I 70 BUSS RT,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 261.916,  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: 18.0m (59.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-Y,  Location: 1 MI. E. OF EDWARDS (Lat: 39.643489,  Lng: -106.574061),  Route carried "on" structure: Interstate 70A,  Year Built: 1971,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 18,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: WINSLOW ROAD,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.294,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-Z,  Location: 1 MI. E. OF EDWARDS (Lat: 39.643156,  Lng: -106.574200),  Route carried "on" structure: Interstate 70A,  Year Built: 1971,  Status: Open,  Structure Length: 2.27m (7.45ft),  Average Daily Traffic: 18,500 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,970 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SCHOOL ROAD,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.292,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: F-10-P,  Location: EDWARDS INTERCHANGE (Lat: 39.649517,  Lng: -106.587444),  Route carried "under" structure: Business State highway 70G,  Year Built: 1970,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,100 (year 2011),  Truck Traffic: 5%,  Features Intersected: I 70 BUSS RT,  Facility Carried by Structure: I 70 ML WBND
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.002,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: F-10-R,  Location: EDWARDS INTERCHANGE (Lat: 39.649319,  Lng: -106.587514),  Route carried "under" structure: Business State highway 70G,  Year Built: 1970,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 6,100 (year 2011),  Truck Traffic: 5%,  Features Intersected: I 70 BUSS RT,  Facility Carried by Structure: I 70 ML EBND
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.003,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 1.8m (5.9ft)

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