Bridge Statistics for North Pole, Alaska (AK) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 527,  Location: MILE POINT 324.7 (Lat: 64.470000,  Lng: -146.931667),  Route carried "on" structure: Interstate A24,  Year Built: 1967,  Status: Open,  Structure Length: 15.36m (50.39ft),  Average Daily Traffic: 2,142 (year 2006),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,360 (year 2028),  Design Load: HS 20,  Features Intersected: SALCHA RIVER,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 522.533,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Underwater Inspection Date: October 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 528,  Location: MILE POINT 325.4 (Lat: 64.471667,  Lng: -146.953333),  Route carried "on" structure: Interstate A24,  Year Built: 1967,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 2,142 (year 2006),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,360 (year 2028),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 523.616,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.5m (41.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 529,  Location: MILE POINT 326.1 (Lat: 64.476667,  Lng: -146.973333),  Route carried "on" structure: Interstate A24,  Year Built: 1967,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,142 (year 2006),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,360 (year 2028),  Design Load: HS 20,  Features Intersected: MUNSONS SLOUGH,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 524.836,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53,  Location: MILE POINT 329.1 (Lat: 64.515000,  Lng: -146.973333),  Route carried "on" structure: Interstate A24,  Year Built: 1967,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 2,142 (year 2006),  Truck Traffic: 27%,  Average Future Daily Traffic: 3,360 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE SALCHA RIVER,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 529.580,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 70.8 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Underwater Inspection Date: October 2005,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 531,  Location: MILE POINT 345.9 (Lat: 64.718333,  Lng: -147.223333),  Route carried "on" structure: Interstate A24,  Year Built: 1971,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,383 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: MOOSE CREEK EAST BOUND,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 556.654,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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,  Waterway Adequacy: Equal to present minimum criteria,  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: Monolithic Concrete

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Structure Number: 1212,  Location: MILE POINT 2.3 (Lat: 64.846667,  Lng: -147.408333),  Route carried "on" structure: State highway 653,  Year Built: 1975,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 1,691 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,700 (year 2028),  Design Load: HS 20,  Features Intersected: CHENA RIVER (NORDALE RD),  Facility Carried by Structure: NORDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.761,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 20.1m (65.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: October 2005,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1329,  Location: MILE POINT 3.0 (Lat: 64.855000,  Lng: -147.408333),  Route carried "on" structure: State highway 653,  Year Built: 1975,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 1,859 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,000 (year 2028),  Design Load: HS 20,  Features Intersected: LITTLE CHENA RIVER,  Facility Carried by Structure: NORDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.892,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1364,  Location: MILE POINT 346.8 (Lat: 64.726667,  Lng: -147.251667),  Route carried "on" structure: Interstate A24,  Year Built: 1977,  Status: Open,  Structure Length: 29.93m (98.20ft),  Average Daily Traffic: 4,383 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: CHENA FLOOD CHANL - N.B.,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 558.072,  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: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1767,  Location: NORTH POLE (Lat: 64.776667,  Lng: -147.475000),  Route carried "on" structure: Interstate A2,  Year Built: 1986,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 11,460 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,200 (year 2028),  Design Load: HS 20,  Features Intersected: BADGER LOOP RD U.C.,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 563.980,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1832,  Location: MILE POINT 345.9 (Lat: 64.718333,  Lng: -147.223333),  Route carried "on" structure: Interstate A24,  Year Built: 1971,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 4,362 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: MOOSE CREEK WEST BOUND,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 556.654,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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,  Waterway Adequacy: Equal to present minimum criteria,  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: Monolithic Concrete

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Structure Number: 1866,  Location: MILE POINT 346.8 (Lat: 64.726667,  Lng: -147.251667),  Route carried "on" structure: Interstate A24,  Year Built: 1977,  Status: Open,  Structure Length: 29.93m (98.20ft),  Average Daily Traffic: 4,362 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,000 (year 2028),  Design Load: HS 20,  Features Intersected: CHENA FLOOD CHANL - S.B.,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 558.072,  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: Tee Beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2126,  Location: MILE POINT 0.4 (Lat: 64.475000,  Lng: -146.965000),  Route carried "on" structure: State highway _,  Year Built: 2003,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 10 (year 2006),  Average Future Daily Traffic: 15 (year 2028),  Features Intersected: MUNSON SLOUGH,  Facility Carried by Structure: MUNSON SLOUGH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.560,  Lanes on structure: 2,  Owner: State 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: 7.3m (24.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2132,  Location: MILE POINT 0.1 (Lat: 64.758333,  Lng: -147.333333),  Route carried "on" structure: City street _,  Year Built: 2003,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 150 (year 2028),  Design Load: HS 20,  Features Intersected: BEAVER SPRINGS CREEK,  Facility Carried by Structure: DOUGCHEE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: City or Municipal 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: 11.0m (36.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2133,  Location: MILE POINT 343.3 (Lat: 64.690000,  Lng: -147.130000),  Route carried "on" structure: Interstate A24,  Year Built: 2006,  Status: Posted for load-capacity,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,377 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 12,000 (year 2028),  Features Intersected: EIELSON ACCESS UC,  Facility Carried by Structure: RICHARDSON HWY NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 552.488,  Lanes on structure: 2,  Lanes under structure: 2,  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: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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: 2139,  Location: MILE POINT 0.1 (Lat: 64.770000,  Lng: -147.343333),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 100 (year 2006),  Average Future Daily Traffic: 150 (year 2028),  Design Load: HS 20,  Features Intersected: CHENA SLOUGH,  Facility Carried by Structure: AIRWAY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.150,  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: 11.0m (36.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 63.5 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1767,  Location: NORTH POLE (Lat: 64.776667,  Lng: -147.475000),  Route carried "under" structure: State highway 620,  Year Built: 1986,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 9,675 (year 2005),  Truck Traffic: 4%,  Features Intersected: BADGER LOOP RD U.C.,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 0.52m (1.71ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 2133,  Location: MILE POINT 343.3 (Lat: 64.690000,  Lng: -147.130000),  Route carried "under" structure: Business City street ,  Year Built: 2006,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 200 (year 2006),  Truck Traffic: 1%,  Features Intersected: EIELSON ACCESS UC,  Facility Carried by Structure: RICHARDSON HWY NB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.0m (118.1ft)