Bridge Statistics for Anchor Point, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 102ft / 30.5mTotal length
- 11,505Total average daily traffic
- 1,249Total average daily truck traffic
- 13,864Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Anchor Point
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 31980-1989
- 11990-1999
- 12000-2009
- 22020-2022
- Bridge Condition - Deck
- 25.0%Excellent
- 12.5%Very good
- 25.0%Good
- 12.5%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 37.5%Very good
- 12.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Very good
- 25.0%Good
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 20.0%Excellent
- 30.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 50.0%Excellent
- 50.0%Good
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Structure Number: 402, Location: MILE POINT 9.4 (Lat: 58.724681, Lng: -156.780892), Route carried "on" structure: State highway 380, Year Built: 1960, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 520 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 630 (year 2039), Design Load: HS 20, Features Intersected: PAULS CREEK, Facility Carried by Structure: IRR:NKNK-KNG SALMN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Bituminous
Structure Number: 402, Location: MILE POINT 9.4 (Lat: 58.724681, Lng: -156.780892), Route carried "on" structure: State highway 380, Year Built: 1960, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 520 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 630 (year 2039), Design Load: HS 20, Features Intersected: PAULS CREEK, Facility Carried by Structure: IRR:NKNK-KNG SALMN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.039, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Bituminous
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Structure Number: 666, Location: MILE POINT 120.7 (Lat: 59.746667, Lng: -151.754167), Route carried "on" structure: State highway 21, Year Built: 1959, Year Reconstructed: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,490 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,070 (year 2039), Design Load: HS 20, Features Intersected: SOUTH FORK ANCHOR RIVER, Facility Carried by Structure: STERLING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.253, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 666, Location: MILE POINT 120.7 (Lat: 59.746667, Lng: -151.754167), Route carried "on" structure: State highway 21, Year Built: 1959, Year Reconstructed: 1963, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,490 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,070 (year 2039), Design Load: HS 20, Features Intersected: SOUTH FORK ANCHOR RIVER, Facility Carried by Structure: STERLING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.253, Lanes on structure: 2, Base Highway Network: Yes, 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: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 667, Location: MILE POINT 111.0 (Lat: 59.851389, Lng: -151.790556), Route carried "on" structure: State highway 21, Year Built: 2007, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,170 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,470 (year 2039), Design Load: HL 93, Features Intersected: STARISKI CREEK, Facility Carried by Structure: STERLING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 667, Location: MILE POINT 111.0 (Lat: 59.851389, Lng: -151.790556), Route carried "on" structure: State highway 21, Year Built: 2007, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,170 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,470 (year 2039), Design Load: HL 93, Features Intersected: STARISKI CREEK, Facility Carried by Structure: STERLING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 178.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 89.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, 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: 91, Location: MILE POINT 8.4 (Lat: 59.771944, Lng: -151.836667), Route carried "on" structure: Spur State highway NSP00, Year Built: 2021, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,380 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,120 (year 2039), Design Load: HL 93, Features Intersected: ANCHOR RIVER, Facility Carried by Structure: OLD STERLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.448, Lanes on structure: 2, Owner: State 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: 76.2m (250.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 96.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 91, Location: MILE POINT 8.4 (Lat: 59.771944, Lng: -151.836667), Route carried "on" structure: Spur State highway NSP00, Year Built: 2021, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 1,380 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,120 (year 2039), Design Load: HL 93, Features Intersected: ANCHOR RIVER, Facility Carried by Structure: OLD STERLING HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.448, Lanes on structure: 2, Owner: State 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: 76.2m (250.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 96.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 979, Location: MILE POINT 0.1 (Lat: 59.794444, Lng: -151.731111), Route carried "on" structure: Spur State highway NSPCY, Year Built: 1987, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: H 15, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: CHAKOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 979, Location: MILE POINT 0.1 (Lat: 59.794444, Lng: -151.731111), Route carried "on" structure: Spur State highway NSPCY, Year Built: 1987, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: H 15, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: CHAKOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.227, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1701, Location: MILE POINT 0.2 (Lat: 59.794167, Lng: -151.752500), Route carried "on" structure: Spur State highway NSP00, Year Built: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2035), Design Load: HS 20, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: COTTONWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.295, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1701, Location: MILE POINT 0.2 (Lat: 59.794167, Lng: -151.752500), Route carried "on" structure: Spur State highway NSP00, Year Built: 1997, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2035), Design Load: HS 20, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: COTTONWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.295, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1834, Location: MILE POINT 0.1 (Lat: 59.803611, Lng: -151.686111), Route carried "on" structure: Spur State highway NSPCY, Year Built: 1987, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: H 15, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: DOROTHY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1834, Location: MILE POINT 0.1 (Lat: 59.803611, Lng: -151.686111), Route carried "on" structure: Spur State highway NSPCY, Year Built: 1987, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: H 15, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: DOROTHY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2371, Location: MILE POINT 6.5 (Lat: 56.922419, Lng: -133.611428), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 20 (year 2040), Features Intersected: UPPER HAMILTON RIVER, Facility Carried by Structure: GOOSE LAKE RD-KAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2371, Location: MILE POINT 6.5 (Lat: 56.922419, Lng: -133.611428), Route carried "on" structure: State highway , Year Built: 1983, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 10 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 20 (year 2040), Features Intersected: UPPER HAMILTON RIVER, Facility Carried by Structure: GOOSE LAKE RD-KAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.461, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 402, Location: MILE POINT 117.1 (Lat: 59.774167, Lng: -151.830833), Route carried "on" structure: State highway 21, Year Built: 1951, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,490 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,070 (year 2039), Features Intersected: ANCHOR RIVER CULVERTS, Facility Carried by Structure: STERLING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 402, Location: MILE POINT 117.1 (Lat: 59.774167, Lng: -151.830833), Route carried "on" structure: State highway 21, Year Built: 1951, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,490 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,070 (year 2039), Features Intersected: ANCHOR RIVER CULVERTS, Facility Carried by Structure: STERLING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.446, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 4115, Location: MILE POINT 0.3 (Lat: 59.800167, Lng: -151.636861), Route carried "on" structure: Spur State highway NSPCY, Year Built: 2021, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 280 (year 2039), Design Load: HL 93, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: NIKOLAEVSK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft)
Condition: Channel: Very good, Culverts: Excellent, Inventory Rating: 62.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 4115, Location: MILE POINT 0.3 (Lat: 59.800167, Lng: -151.636861), Route carried "on" structure: Spur State highway NSPCY, Year Built: 2021, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 280 (year 2039), Design Load: HL 93, Features Intersected: NORTH FORK ANCHOR RIVER, Facility Carried by Structure: NIKOLAEVSK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft)
Condition: Channel: Very good, Culverts: Excellent, Inventory Rating: 62.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021