Bridge Statistics for Tok, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 46m151ftTotal length
- $1,865,000Total costs
- 26,502Total average daily traffic
- 626Total average daily truck traffic
- 28,060Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tok
- No street view available for this location
- 21950-1959
- 41960-1969
- 21980-1989
- 32000-2009
Bridge Condition - Deck
Bridge Condition - Superstructure
Bridge Condition - Substructure
Bridge Condition - Channel
Find on map >> Show street view
Structure Number: 19, Location: KETCHIKAN (Lat: 55.354047, Lng: -131.691897), Route carried "on" structure: State highway , Year Built: 2003, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: KETCHIKAN TRANSFER FAC, Facility Carried by Structure: INTER ISLAND RT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 59.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 13, Critical Feature Inspection Date: September 14, Underwater Inspection Date: August 11, Deck Structure Type: Open Grating
Structure Number: 19, Location: KETCHIKAN (Lat: 55.354047, Lng: -131.691897), Route carried "on" structure: State highway , Year Built: 2003, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20+Mod, Features Intersected: KETCHIKAN TRANSFER FAC, Facility Carried by Structure: INTER ISLAND RT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Excellent, Operating Rating: 59.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 13, Critical Feature Inspection Date: September 14, Underwater Inspection Date: August 11, Deck Structure Type: Open Grating
Find on map >> Show street view
Structure Number: 348, Location: MILE POINT 7.5 (Lat: 60.520294, Lng: -145.595322), Route carried "on" structure: State highway 851, Year Built: 1966, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 1,065 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,400 (year 2032), Design Load: HS 20+Mod, Features Intersected: SCOTT GLACIER NO 1, Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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 14, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 348, Location: MILE POINT 7.5 (Lat: 60.520294, Lng: -145.595322), Route carried "on" structure: State highway 851, Year Built: 1966, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 1,065 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 1,400 (year 2032), Design Load: HS 20+Mod, Features Intersected: SCOTT GLACIER NO 1, Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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 14, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 659, Location: OLD TOK ALIGNMENT MP 0.6 (Lat: 62.963997, Lng: -143.335692), Route carried "on" structure: State highway NSP00, Year Built: 1954, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2033), Features Intersected: LITTLE TOK OVERFLOW, Facility Carried by Structure: 91 MILE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, 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: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 659, Location: OLD TOK ALIGNMENT MP 0.6 (Lat: 62.963997, Lng: -143.335692), Route carried "on" structure: State highway NSP00, Year Built: 1954, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2033), Features Intersected: LITTLE TOK OVERFLOW, Facility Carried by Structure: 91 MILE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, 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: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 66, Location: OLD TOK ALIGNMENT MP 0.9 (Lat: 62.968536, Lng: -143.316878), Route carried "on" structure: Spur State highway NSP00, Year Built: 1951, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2033), Design Load: HS 20+Mod, Features Intersected: TRAIL CREEK, Facility Carried by Structure: 91 MILE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 66, Location: OLD TOK ALIGNMENT MP 0.9 (Lat: 62.968536, Lng: -143.316878), Route carried "on" structure: Spur State highway NSP00, Year Built: 1951, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2033), Design Load: HS 20+Mod, Features Intersected: TRAIL CREEK, Facility Carried by Structure: 91 MILE LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Serious, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 663, Location: MILE POINT 101.5 (Lat: 63.109222, Lng: -143.294361), Route carried "on" structure: Interstate A12, Year Built: 1963, Status: Temporarily open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 403 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 500 (year 2033), Design Load: H 20, Features Intersected: TOK RIVER, Facility Carried by Structure: TOK CUTOFF HWY
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 163.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), 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: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Serious, Channel: Very good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Bridge Improvement Cost: $1,003,000, Total Project Cost: $1,195,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 663, Location: MILE POINT 101.5 (Lat: 63.109222, Lng: -143.294361), Route carried "on" structure: Interstate A12, Year Built: 1963, Status: Temporarily open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 403 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 500 (year 2033), Design Load: H 20, Features Intersected: TOK RIVER, Facility Carried by Structure: TOK CUTOFF HWY
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 163.318, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), 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: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Serious, Channel: Very good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Bridge Improvement Cost: $1,003,000, Total Project Cost: $1,195,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 861, Location: MILE POINT 35.2 (Lat: 62.463117, Lng: -143.102650), Route carried "on" structure: State highway 880, Year Built: 1969, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 44 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 40 (year 2033), Features Intersected: JACK CREEK, Facility Carried by Structure: NABESNA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.602, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Bridge Improvement Cost: $562,000, Total Project Cost: $670,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 861, Location: MILE POINT 35.2 (Lat: 62.463117, Lng: -143.102650), Route carried "on" structure: State highway 880, Year Built: 1969, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 44 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 40 (year 2033), Features Intersected: JACK CREEK, Facility Carried by Structure: NABESNA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.602, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Bridge Improvement Cost: $562,000, Total Project Cost: $670,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 1092, Location: MILE POINT 96.0 (Lat: 63.044961, Lng: -143.369381), Route carried "on" structure: Interstate A12, Year Built: 1967, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 369 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20, Features Intersected: LITTLE TOK RIVER, Facility Carried by Structure: TOK CUTOFF HWY
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 154.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), 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: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1092, Location: MILE POINT 96.0 (Lat: 63.044961, Lng: -143.369381), Route carried "on" structure: Interstate A12, Year Built: 1967, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 369 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 500 (year 2033), Design Load: HS 20, Features Intersected: LITTLE TOK RIVER, Facility Carried by Structure: TOK CUTOFF HWY
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 154.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), 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: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 13, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 1474, Location: AUKE BAY (Lat: 58.381611, Lng: -134.684992), Route carried "on" structure: State highway 93, Year Built: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20, Features Intersected: AUKE BAY F.T. - EAST, Facility Carried by Structure: MARINE HWY ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 13, Critical Feature Inspection Date: September 14, Underwater Inspection Date: August 11, Deck Structure Type: Open Grating
Structure Number: 1474, Location: AUKE BAY (Lat: 58.381611, Lng: -134.684992), Route carried "on" structure: State highway 93, Year Built: 1982, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 60 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2032), Design Load: HS 20, Features Intersected: AUKE BAY F.T. - EAST, Facility Carried by Structure: MARINE HWY ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 13, Critical Feature Inspection Date: September 14, Underwater Inspection Date: August 11, Deck Structure Type: Open Grating
Find on map >> Show street view
Structure Number: 2102, Location: MILE POINT 110 (Lat: 63.160708, Lng: -143.193708), Route carried "on" structure: Interstate A12, Year Built: 2006, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 403 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 800 (year 2033), Features Intersected: CLEARWATER CREEK, Facility Carried by Structure: TOK CUTOFF
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 177.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal 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: July 13, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2102, Location: MILE POINT 110 (Lat: 63.160708, Lng: -143.193708), Route carried "on" structure: Interstate A12, Year Built: 2006, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 403 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 800 (year 2033), Features Intersected: CLEARWATER CREEK, Facility Carried by Structure: TOK CUTOFF
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 177.027, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal 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: July 13, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 2152, Location: MILE POINT 3.0 (Lat: 61.175683, Lng: -149.808264), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 23,675 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 24,000 (year 2033), Design Load: HS 25, Features Intersected: NORTH FORK CAMPBELL CR, Facility Carried by Structure: ELMORE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.844, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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 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 13, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2152, Location: MILE POINT 3.0 (Lat: 61.175683, Lng: -149.808264), Route carried "on" structure: State highway , Year Built: 2007, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 23,675 (year 2013), Truck Traffic: 1%, Average Future Daily Traffic: 24,000 (year 2033), Design Load: HS 25, Features Intersected: NORTH FORK CAMPBELL CR, Facility Carried by Structure: ELMORE ROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 4.844, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 25.5m (83.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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 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 13, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 4, Location: MILE POINT 118.1 (Lat: 63.424831, Lng: -143.815756), Route carried "on" structure: Interstate A21, Year Built: 1985, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 403 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 600 (year 2032), Design Load: H 20, Features Intersected: SHEEP CREEK, Facility Carried by Structure: ALASKA HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 190.065, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.8 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 14
Structure Number: 4, Location: MILE POINT 118.1 (Lat: 63.424831, Lng: -143.815756), Route carried "on" structure: Interstate A21, Year Built: 1985, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 403 (year 2013), Truck Traffic: 9%, Average Future Daily Traffic: 600 (year 2032), Design Load: H 20, Features Intersected: SHEEP CREEK, Facility Carried by Structure: ALASKA HIGHWAY
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 190.065, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.8 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 14
