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Bridge Statistics for Wasilla, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 32Number of bridges
  • 196m643ftTotal length
  • 364,156Total average daily traffic
  • 22,940Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Wasilla
  • No street view available for this location

New bridges - Historical Statistics

  • 11960-1969
  • 11980-1989
  • 11990-1999
  • 252000-2009
  • 42010-2015

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 212,  Location: MILE POINT 48.3 (Lat: 61.923933,  Lng: -150.071469),  Route carried "on" structure: Interstate A41,  Year Built: 1962,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 2,710 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 3,500 (year 2032),  Design Load: HS 20,  Features Intersected: KASHWITNA RIVER,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 77.715,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 1698,  Location: WASILLA (Lat: 61.655911,  Lng: -149.463847),  Route carried "on" structure: Spur County highway NSPCY,  Year Built: 1984,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 12 (year 2032),  Design Load: HS 20,  Features Intersected: LITTLE SUSITNA RIVER,  Facility Carried by Structure: N SUSHANA ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1708,  Location: WASILLA (Lat: 61.572278,  Lng: -149.308894),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2032),  Features Intersected: WASILLA CREEK,  Facility Carried by Structure: GRANTHAM ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 1709,  Location: WASILLA (Lat: 61.651675,  Lng: -149.430789),  Route carried "on" structure: Spur County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 30 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 40 (year 2032),  Features Intersected: LITTLE SUSITNA RIV TRIB,  Facility Carried by Structure: N MOOSE MEADOWS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Inventory Rating: 62.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1712,  Location: WASILLA (Lat: 61.608033,  Lng: -149.292469),  Route carried "on" structure: Spur County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 10 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 15 (year 2032),  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: EARL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 63.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1897,  Location: MILE POINT 10.2 (Lat: 61.575119,  Lng: -149.412969),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 12,558 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2032),  Design Load: HS 25,  Features Intersected: AK RR O.H. @ COTTONWOOD,  Facility Carried by Structure: PALMER-WASILL EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.470,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 85.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1903,  Location: MILE POINT 0.1 (Lat: 61.562744,  Lng: -149.266203),  Route carried "on" structure: Ramp State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 1,386 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TRUNK ROAD O.C.,  Facility Carried by Structure: TRUNK ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.095,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1922,  Location: MILE POINT 11.5 (Lat: 61.580644,  Lng: -149.571214),  Route carried "on" structure: Interstate A40,  Year Built: 1995,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 19,351 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2032),  Design Load: HS 25,  Features Intersected: WASILLA OVERHEAD SB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 18.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 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,  Underclear: Superior 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: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1989,  Location: MILE POINT 4.2 (Lat: 61.571172,  Lng: -149.359767),  Route carried "on" structure: Interstate ,  Year Built: 2005,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 31,693 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,000 (year 2032),  Features Intersected: SEWARD MERIDIAN U.C.,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 6.695,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.3m (188.0ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2031,  Location: MILE POINT 2.6 (Lat: 61.567806,  Lng: -149.313881),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 27,754 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2032),  Design Load: HS 25,  Features Intersected: WASILLA CR SOUTHBOUND,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 48.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2032,  Location: MILE POINT 2.6 (Lat: 61.568042,  Lng: -149.313742),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 27,754 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2032),  Design Load: HS 25,  Features Intersected: WASILLA CR NORTHBOUND,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 48.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2033,  Location: MILE POINT 2.6 (Lat: 61.567725,  Lng: -149.313594),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 27,754 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2032),  Design Load: HS 25,  Features Intersected: HYER RD OC SOUTHBOUND,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 4.184,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 48.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2037,  Location: MILE POINT 2.0 (Lat: 61.569672,  Lng: -149.313622),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 1,270 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,300 (year 2032),  Design Load: HS 25,  Features Intersected: WASILLA CR N FRONTAGE #2,  Facility Carried by Structure: EAST BLUE LUPINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.217,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2115,  Location: MILE POINT 0.1 (Lat: 61.552483,  Lng: -149.247675),  Route carried "on" structure: Interstate ,  Year Built: 2004,  Status: Open,  Structure Length: 21.67m (71.10ft),  Average Daily Traffic: 28,483 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,000 (year 2032),  Design Load: HS 25,  Features Intersected: SPRING CREEK SB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.124,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 50.6m (166.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2116,  Location: MILE POINT 0.9 (Lat: 61.552411,  Lng: -149.247189),  Route carried "on" structure: Interstate ,  Year Built: 2004,  Status: Open,  Structure Length: 24.72m (81.10ft),  Average Daily Traffic: 28,483 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 30,000 (year 2032),  Design Load: HS 25,  Features Intersected: SPRING CREEK NB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.493,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 50.9m (167.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 86.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 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,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2117,  Location: MILE POINT 0.3 (Lat: 61.549056,  Lng: -149.249172),  Route carried "on" structure: Interstate ,  Year Built: 2004,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 26,756 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,000 (year 2032),  Design Load: HS 25,  Features Intersected: GLENN PARKS OH SB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.517,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: Superior 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,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2118,  Location: MILE POINT 0.7 (Lat: 61.548978,  Lng: -149.248639),  Route carried "on" structure: Interstate ,  Year Built: 2004,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 26,756 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,000 (year 2032),  Design Load: HS 25,  Features Intersected: GLENN PARKS OH NB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.101,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: Superior 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,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2119,  Location: MILE POINT 33.7 (Lat: 61.549325,  Lng: -149.251042),  Route carried "on" structure: Ramp Interstate A1,  Year Built: 2004,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,810 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,000 (year 2033),  Design Load: HS 25,  Features Intersected: P-A RAMP OH,  Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 54.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 212,  Location: MILE POINT 33.7 (Lat: 61.549286,  Lng: -149.250769),  Route carried "on" structure: Ramp Interstate A1,  Year Built: 2004,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 6,810 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,000 (year 2033),  Design Load: HS 25,  Features Intersected: A-P RAMP OH,  Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 54.235,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2121,  Location: MILE POINT 33.6 (Lat: 61.546425,  Lng: -149.250364),  Route carried "on" structure: Ramp Interstate A1,  Year Built: 2004,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 6,810 (year 2013),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,000 (year 2033),  Design Load: HS 25,  Features Intersected: A-P FLYOVER RAMP,  Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 54.108,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2138,  Location: MILE POINT 1.5 (Lat: 61.649906,  Lng: -149.512614),  Route carried "on" structure: Spur County highway NSP00,  Year Built: 2004,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 10 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 13 (year 2032),  Design Load: HS 20,  Features Intersected: SWIFTWATER CREEK,  Facility Carried by Structure: SWIFTWATER ROAD
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2225,  Location: MILE POINT 0.1 (Lat: 61.665592,  Lng: -149.339486),  Route carried "on" structure: Spur County highway NSPCY,  Year Built: 2006,  Status: Posted for load,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 10 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 12 (year 2032),  Features Intersected: LITTLE SUSITNA RIV TRIB,  Facility Carried by Structure: E SHORTY STREET
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 32.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 14,  Critical Feature Inspection Date: June 14,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2227,  Location: MILE POINT 0.7 (Lat: 61.550617,  Lng: -149.294019),  Route carried "on" structure: Alternate County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 110 (year 2032),  Design Load: HS 20,  Features Intersected: WASILLA CREEK,  Facility Carried by Structure: E NELSON ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum 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: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 2286,  Location: MILE POINT 1.7 (Lat: 61.576367,  Lng: -149.284372),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2032),  Design Load: HS 20,  Features Intersected: WASILLA CREEK,  Facility Carried by Structure: LOWER ROAD
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 2.736,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.9 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: Equal to present desirable 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: Monolithic Concrete
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Structure Number: 2287,  Location: MILE POINT 0.2 (Lat: 61.519722,  Lng: -149.540956),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2032),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK,  Facility Carried by Structure: W DEMAREE CIRCLE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.322,  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: 14.6m (47.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1903,  Location: MILE POINT 0.1 (Lat: 61.562744,  Lng: -149.266203),  Route carried "under" structure: State highway ,  Year Built: 2000,  Structure Length: 8.88m (29.13ft),  Average Daily Traffic: 25,530 (year 2013),  Truck Traffic: 5%,  Features Intersected: TRUNK ROAD O.C.,  Facility Carried by Structure: TRUNK ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.644,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 43.6m (143.0ft)

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Structure Number: 1989,  Location: MILE POINT 4.2 (Lat: 61.571172,  Lng: -149.359767),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 9,705 (year 2013),  Truck Traffic: 1%,  Features Intersected: SEWARD MERIDIAN U.C.,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 2033,  Location: MILE POINT 2.6 (Lat: 61.567725,  Lng: -149.313594),  Route carried "under" structure: State highway ,  Year Built: 2002,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,266 (year 2013),  Truck Traffic: 1%,  Features Intersected: HYER RD OC SOUTHBOUND,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 2034,  Location: MILE POINT 2.6 (Lat: 61.567897,  Lng: -149.313208),  Route carried "under" structure: State highway ,  Year Built: 2003,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,266 (year 2013),  Truck Traffic: 1%,  Features Intersected: HYER RD OC NORTHBOUND,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 2115,  Location: MILE POINT 0.1 (Lat: 61.552483,  Lng: -149.247675),  Route carried "under" structure: Interstate A1,  Year Built: 2004,  Structure Length: 21.67m (71.10ft),  Average Daily Traffic: 7,199 (year 2013),  Truck Traffic: 9%,  Features Intersected: SPRING CREEK SB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 54.557,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.6m (166.0ft)

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Structure Number: 2116,  Location: MILE POINT 0.9 (Lat: 61.552411,  Lng: -149.247189),  Route carried "under" structure: Interstate A1,  Year Built: 2004,  Structure Length: 24.72m (81.10ft),  Average Daily Traffic: 7,199 (year 2013),  Truck Traffic: 9%,  Features Intersected: SPRING CREEK NB,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 54.557,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 2121,  Location: MILE POINT 33.6 (Lat: 61.546425,  Lng: -149.250364),  Route carried "under" structure: Interstate ,  Year Built: 2004,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 28,483 (year 2013),  Truck Traffic: 8%,  Features Intersected: A-P FLYOVER RAMP,  Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 39.6m (129.9ft)

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