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

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Structure Number: 209,  Location: MILE POINT 0.2 (Lat: 64.861292,  Lng: -147.761344),  Route carried "on" structure: State highway 625,  Year Built: 1960,  Status: Open,  Structure Length: 3.03m (9.94ft),  Average Daily Traffic: 2,600 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,330 (year 2039),  Design Load: HS 20,  Features Intersected: NOYES SLOUGH (AURORA),  Facility Carried by Structure: AURORA DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 283,  Location: MILE POINT 2.2 (Lat: 64.853931,  Lng: -147.716336),  Route carried "on" structure: State highway 663,  Year Built: 2013,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 10,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,700 (year 2039),  Design Load: HL 93,  Features Intersected: NOYES SLOUGH (ILLINOIS),  Facility Carried by Structure: ILLINOIS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 21 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 or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 295,  Location: MILE POINT 0.4 (Lat: 64.848747,  Lng: -147.706989),  Route carried "on" structure: State highway 670,  Year Built: 1953,  Status: Open,  Structure Length: 4.12m (13.52ft),  Average Daily Traffic: 4,130 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,280 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: NOYES SLOUGH (MINNIE ST),  Facility Carried by Structure: MINNIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 392,  Location: MILE POINT 37.3 (Lat: 65.191756,  Lng: -147.254933),  Route carried "on" structure: State highway 670,  Year Built: 1967,  Status: Open,  Structure Length: 9.67m (31.73ft),  Average Daily Traffic: 210 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 710 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CHATANIKA RIVER,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 60.077,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 408,  Location: MILE POINT 10.0 (Lat: 60.505861,  Lng: -145.530050),  Route carried "on" structure: State highway 851,  Year Built: 1966,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 520 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 630 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SCOTT GLACIER NO 8,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 16.048,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 63.0 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 43,  Location: MILE POINT 66.0 (Lat: 65.290400,  Lng: -146.382583),  Route carried "on" structure: State highway 670,  Year Built: 1983,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20,  Features Intersected: FAITH CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 106.212,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 532,  Location: MILE POINT 1.2 (Lat: 64.846289,  Lng: -147.708631),  Route carried "on" structure: State highway 671,  Year Built: 2021,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 6,250 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,910 (year 2039),  Design Load: HL 93,  Features Intersected: CHENA RIVER (WENDELL),  Facility Carried by Structure: WENDELL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.880,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 32.6m (107.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.1m (108.6ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 799,  Location: MILE POINT 43.7 (Lat: 65.219892,  Lng: -147.075994),  Route carried "on" structure: State highway 670,  Year Built: 1980,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LONG CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 70.333,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 816,  Location: MILE POINT 38.8 (Lat: 65.204467,  Lng: -147.227086),  Route carried "on" structure: State highway 670,  Year Built: 1967,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CROOKED CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 62.381,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 16.5m (54.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 821,  Location: MILE POINT 35.8 (Lat: 65.174292,  Lng: -147.284153),  Route carried "on" structure: State highway 670,  Year Built: 1967,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 210 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 710 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 57.629,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  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: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 822,  Location: MILE POINT 39.8 (Lat: 65.212683,  Lng: -147.197097),  Route carried "on" structure: State highway 670,  Year Built: 1967,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: BELLE CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 64.092,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 2,  Length of Maximum Span: 15.3m (50.2ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 823,  Location: MILE POINT 41.0 (Lat: 65.221350,  Lng: -147.162342),  Route carried "on" structure: State highway 670,  Year Built: 1967,  Status: Open,  Structure Length: 3.37m (11.06ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: MCKAY CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 66.022,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 825,  Location: MILE POINT 62.8 (Lat: 65.289831,  Lng: -146.480236),  Route carried "on" structure: State highway 670,  Year Built: 1983,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 140 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SOURDOUGH CREEK,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 101.033,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 1191,  Location: MILE POINT 0.5 (Lat: 64.842614,  Lng: -147.778564),  Route carried "on" structure: State highway 625,  Year Built: 1977,  Status: Open,  Structure Length: 7.85m (25.75ft),  Average Daily Traffic: 14,900 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,800 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CHENA RIVER (PEGER RD),  Facility Carried by Structure: PEGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.845,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.7m (8.9ft), Horizontal Clearance: 24.6m (80.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 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 2020,  Underwater Inspection Date: September 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1448,  Location: MILE POINT 0.7 (Lat: 64.860997,  Lng: -147.744069),  Route carried "on" structure: ServiceCity street NSPCY,  Year Built: 1989,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 1,980 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,730 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NOYES SLOUGH,  Facility Carried by Structure: DANBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.178,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.4m (73.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1697,  Location: MILE POINT 1.4 (Lat: 64.849919,  Lng: -147.762400),  Route carried "on" structure: State highway 668,  Year Built: 1989,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 18,300 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,400 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: GEIST ROAD OVERHEAD,  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.322,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 36 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.3m (145.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 30.2m (99.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1705,  Location: MILE POINT 323.7 (Lat: 64.820450,  Lng: -147.710983),  Route carried "on" structure: Interstate A21,  Year Built: 1988,  Status: Open,  Structure Length: 3.24m (10.63ft),  Average Daily Traffic: 13,700 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,500 (year 2039),  Design Load: HS 20,  Features Intersected: CUSHMAN ST UC,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 520.906,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Very good,  Superstructure: Poor,  Substructure: Very good,  Operating Rating: 84.2 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: Meets minimum limits,  Deck Geometry: Better than 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: July 2020,  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: 1706,  Location: FAIRBANKS (Lat: 64.823300,  Lng: -147.709731),  Route carried "on" structure: Ramp City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 1,720 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,050 (year 2039),  Design Load: HS 20,  Features Intersected: C-N RAMP OC,  Facility Carried by Structure: CUSHMAN - AK HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.357,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.2m (79.4ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 52.0 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: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1707,  Location: MILE POINT 0.4 (Lat: 64.821078,  Lng: -147.705447),  Route carried "on" structure: Ramp State highway A21,  Year Built: 1988,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 4,510 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,380 (year 2039),  Design Load: HS 20,  Features Intersected: W-W RAMP OC,  Facility Carried by Structure: AK HWY-PARKS RAMP
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.660,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 1766,  Location: MILE POINT 2.9 (Lat: 64.855833,  Lng: -147.718308),  Route carried "on" structure: State highway 668,  Year Built: 1991,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,700 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NOYES SLOUGH (GEIST RD),  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.627,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 1792,  Location: MILE POINT 0.0 (Lat: 64.844236,  Lng: -147.723553),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 6,850 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,700 (year 2039),  Design Load: HL 93,  Features Intersected: CHENA RIVER BARNETTE ST,  Facility Carried by Structure: BARNETTE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.1m (105.3ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 1794,  Location: MILE POINT 1.0 (Lat: 64.849278,  Lng: -147.778758),  Route carried "on" structure: State highway 668,  Year Built: 1993,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 18,000 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 22,100 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: PEGER/GEIST OVERCROSSING,  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 1.609,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.1m (213.6ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.2m (112.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 60.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1806,  Location: MILE POINT 0.1 (Lat: 64.856442,  Lng: -147.717958),  Route carried "on" structure: Ramp State highway 668,  Year Built: 1991,  Status: Open,  Structure Length: 3.01m (9.88ft),  Average Daily Traffic: 2,790 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,580 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NOYES SLOUGH NW RAMP,  Facility Carried by Structure: COLLEGE-JOHANSN NW
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.127,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1807,  Location: MILE POINT 2.9 (Lat: 64.855664,  Lng: -147.718044),  Route carried "on" structure: Ramp State highway 668,  Year Built: 1991,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 3,420 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,630 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NOYES SLOUGH SW RAMP,  Facility Carried by Structure: JOHANSN-COLLEGE SW
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.667,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Inventory Rating: 52.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1808,  Location: MILE POINT 3.0 (Lat: 64.856919,  Lng: -147.715189),  Route carried "on" structure: State highway 668,  Year Built: 1991,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,700 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: COLLEGE ROAD UC,  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 4.828,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 60.6m (198.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 47.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1912,  Location: MILE POINT 0.1 (Lat: 64.821014,  Lng: -147.705186),  Route carried "on" structure: Ramp State highway A21,  Year Built: 1994,  Status: Open,  Structure Length: 5.26m (17.26ft),  Average Daily Traffic: 1,070 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,280 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: E-N LOOP RAMP,  Facility Carried by Structure: PARKS-AK HWY RAMP
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 85.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 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 2020,  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: 1959,  Location: MILE POINT 358.0 (Lat: 64.807886,  Lng: -147.576672),  Route carried "on" structure: Interstate ,  Year Built: 2002,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 16,900 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,600 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BADGER LOOP U.C.,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 576.156,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.2m (79.4ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.4m (135.8ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 64.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 2059,  Location: MILE POINT 20.1 (Lat: 65.042508,  Lng: -147.447264),  Route carried "on" structure: State highway 670,  Year Built: 2001,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 1,090 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,410 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: FAIRBANKS MINING RD U.C.,  Facility Carried by Structure: STEESE HIGHWAY
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 32.348,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.2 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: August 2020,  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: 2097,  Location: MILE POINT 0.1 (Lat: 64.856606,  Lng: -147.724911),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2035),  Features Intersected: NOYES SLOUGH,  Facility Carried by Structure: OCONNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  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: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 408,  Location: MILE POINT 0.1 (Lat: 64.808778,  Lng: -147.585592),  Route carried "on" structure: ServiceState highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,100 (year 2035),  Design Load: H 20,  Features Intersected: CHANNEL B NB FRONTAGE RD,  Facility Carried by Structure: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Good,  Structural Evaluation: 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: July 2020

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Structure Number: DAPPACDTA0XBRIE,  Location: 1.8 KM NE OF XBRIE2 (Lat: 63.980781,  Lng: -145.747300),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 25 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 70 (year 2043),  Features Intersected: BRANCH DELTA RIVER,  Facility Carried by Structure: ARKANSAS RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: DAPPACDTABRIDV2,  Location: 3.1 KM SW OF XBRIE2 (Lat: 63.945269,  Lng: -145.804100),  Route carried "on" structure: Other road ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 25 (year 2015),  Truck Traffic: 90%,  Average Future Daily Traffic: 35 (year 2043),  Features Intersected: BRANCH DELTA RIVER,  Facility Carried by Structure: LAMPKIN RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.8m (12.5ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: DAPPACDTAXBRIE2,  Location: 1.8 KM SW OF XBRIE (Lat: 63.966289,  Lng: -145.761500),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 25 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 70 (year 2043),  Features Intersected: BRANCH OF DELTA RIVER,  Facility Carried by Structure: ARKANSAS RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.07m (10.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: DAPPACWAI0XBRCB,  Location: B/T KENNEY RD & NAUTILUS (Lat: 64.832989,  Lng: -147.576800),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 70 (year 2043),  Features Intersected: CHENA RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 9.3m (30.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: DAPPACWAI0XBRIA,  Location: INT OF GAFFNEY RD (Lat: 64.834131,  Lng: -147.651400),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 40%,  Average Future Daily Traffic: 3,000 (year 2043),  Design Load: HS 20,  Features Intersected: CHENA RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPPACWAI0XBRID,  Location: EIESON AFB TA (Lat: 64.714181,  Lng: -147.053900),  Route carried "on" structure: Other road ,  Year Built: 2005,  Status: Posted for load,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 40%,  Average Future Daily Traffic: 3,000 (year 2043),  Features Intersected: MOOSE CREEK,  Facility Carried by Structure: MANCHU LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.91m (9.55ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber,  Deck Protection: Other

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Structure Number: DAPPACWAI0XBRIF,  Location: 0.5 KM W OF BADGER RD (Lat: 64.812800,  Lng: -147.582500),  Route carried "on" structure: Other road ,  Year Built: 2000,  Status: Posted for load,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 25 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2043),  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: CHIPPEWA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.3m (7.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021)

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Structure Number: 1705,  Location: MILE POINT 323.7 (Lat: 64.820450,  Lng: -147.710983),  Route carried "under" structure: State highway 663,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 7,554 (year 2020),  Truck Traffic: 6%,  Features Intersected: CUSHMAN ST UC,  Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.6m (103.7ft)

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Structure Number: 1706,  Location: FAIRBANKS (Lat: 64.823300,  Lng: -147.709731),  Route carried "under" structure: Interstate A21,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2020),  Truck Traffic: 1%,  Features Intersected: C-N RAMP OC,  Facility Carried by Structure: CUSHMAN - AK HWY
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 582.742,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.2m (79.4ft)

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Structure Number: 1707,  Location: MILE POINT 0.4 (Lat: 64.821078,  Lng: -147.705447),  Route carried "under" structure: Interstate A21,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2020),  Truck Traffic: 7%,  Features Intersected: W-W RAMP OC,  Facility Carried by Structure: AK HWY-PARKS RAMP
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 582.259,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1794,  Location: MILE POINT 1.0 (Lat: 64.849278,  Lng: -147.778758),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 13,800 (year 2020),  Truck Traffic: 10%,  Features Intersected: PEGER/GEIST OVERCROSSING,  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 3.219,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 65.1m (213.6ft)

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Structure Number: 1805,  Location: FAIRBANKS (Lat: 64.853203,  Lng: -147.731922),  Route carried "under" structure: State highway 668,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 8,250 (year 2020),  Truck Traffic: 2%,  Features Intersected: GEIST ROAD WESTBND POC,  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.920,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.2m (92.5ft)

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Structure Number: 1808,  Location: MILE POINT 3.0 (Lat: 64.856919,  Lng: -147.715189),  Route carried "under" structure: State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 2020),  Truck Traffic: 1%,  Features Intersected: COLLEGE ROAD UC,  Facility Carried by Structure: JOHANSEN EXPRESSWY
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 1.496,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 60.6m (198.8ft)

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Structure Number: 1912,  Location: MILE POINT 0.1 (Lat: 64.821014,  Lng: -147.705186),  Route carried "under" structure: Interstate A21,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 18,200 (year 2020),  Truck Traffic: 7%,  Features Intersected: E-N LOOP RAMP,  Facility Carried by Structure: PARKS-AK HWY RAMP
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 582.418,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.0m (88.6ft)

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Structure Number: 1959,  Location: MILE POINT 358.0 (Lat: 64.807886,  Lng: -147.576672),  Route carried "under" structure: State highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,460 (year 2020),  Truck Traffic: 1%,  Features Intersected: BADGER LOOP U.C.,  Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 18.025,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 41.4m (135.8ft)