Bridge Statistics for Haines, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 177ft / 53.8mTotal length
- 1,013Total average daily traffic
- 153Total average daily truck traffic
- 1,250Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Haines
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11970-1979
- 21980-1989
- 41990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 33.3%Very good
- 25.0%Good
- 33.3%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 25.0%Very good
- 33.3%Good
- 8.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Good
- 41.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 8.3%Excellent
- 25.0%Very good
- 50.0%Good
- 8.3%Satisfactory
- 8.3%Fair
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Structure Number: 387, Location: MILE POINT 4.8 (Lat: 59.324361, Lng: -135.557492), Route carried "on" structure: State highway NSP00, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 100 (year 2039), Design Load: H 15, Features Intersected: CHILKOOT RIVER, Facility Carried by Structure: LUTAK SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 12.1m (39.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 387, Location: MILE POINT 4.8 (Lat: 59.324361, Lng: -135.557492), Route carried "on" structure: State highway NSP00, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 90 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 100 (year 2039), Design Load: H 15, Features Intersected: CHILKOOT RIVER, Facility Carried by Structure: LUTAK SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.654, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 12.1m (39.7ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 742, Location: MILE POINT 23.2 (Lat: 59.415153, Lng: -135.932511), Route carried "on" structure: State highway 95, Year Built: 1958, Status: Open, Structure Length: 15.35m (50.36ft), Average Daily Traffic: 340 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 400 (year 2039), Design Load: H 20, Features Intersected: CHILKAT RIVER, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.390, Lanes on structure: 2, Base Highway Network: Yes, 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: 10, Length of Maximum Span: 14.9m (48.9ft), 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: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 742, Location: MILE POINT 23.2 (Lat: 59.415153, Lng: -135.932511), Route carried "on" structure: State highway 95, Year Built: 1958, Status: Open, Structure Length: 15.35m (50.36ft), Average Daily Traffic: 340 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 400 (year 2039), Design Load: H 20, Features Intersected: CHILKAT RIVER, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.390, Lanes on structure: 2, Base Highway Network: Yes, 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: 10, Length of Maximum Span: 14.9m (48.9ft), 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: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 743, Location: MILE POINT 28.3 (Lat: 59.422253, Lng: -136.060544), Route carried "on" structure: State highway 95, Year Built: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 160 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 190 (year 2039), Design Load: HS 25 or greater, Features Intersected: MUNCASTER CREEK, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.583, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 743, Location: MILE POINT 28.3 (Lat: 59.422253, Lng: -136.060544), Route carried "on" structure: State highway 95, Year Built: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 160 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 190 (year 2039), Design Load: HS 25 or greater, Features Intersected: MUNCASTER CREEK, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.583, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 744, Location: MILE POINT 31.0 (Lat: 59.428069, Lng: -136.132267), Route carried "on" structure: State highway 95, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE BOULDER CREEK, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.870, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 744, Location: MILE POINT 31.0 (Lat: 59.428069, Lng: -136.132267), Route carried "on" structure: State highway 95, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 25 or greater, Features Intersected: LITTLE BOULDER CREEK, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.870, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 745, Location: MILE POINT 33.2 (Lat: 59.433250, Lng: -136.194864), Route carried "on" structure: State highway 95, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIG BOULDER CREEK, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.491, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 745, Location: MILE POINT 33.2 (Lat: 59.433250, Lng: -136.194864), Route carried "on" structure: State highway 95, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 25 or greater, Features Intersected: BIG BOULDER CREEK, Facility Carried by Structure: HAINES HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.491, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 804, Location: HAINES (Lat: 59.281589, Lng: -135.461967), Route carried "on" structure: State highway 95, Year Built: 1984, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 43 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 60 (year 2035), Design Load: HS 20, Features Intersected: HAINES FERRY TERMINAL, Facility Carried by Structure: MARINE HWY ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 804, Location: HAINES (Lat: 59.281589, Lng: -135.461967), Route carried "on" structure: State highway 95, Year Built: 1984, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 43 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 60 (year 2035), Design Load: HS 20, Features Intersected: HAINES FERRY TERMINAL, Facility Carried by Structure: MARINE HWY ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.138, Lanes on structure: 1, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2021, Critical Feature Inspection Date: May 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 1216, Location: MILE POINT 0.1 (Lat: 59.412628, Lng: -135.999450), Route carried "on" structure: State highway NSP00, Year Built: 2017, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 180 (year 2039), Design Load: HL 93, Features Intersected: KLEHINI RIVER, Facility Carried by Structure: PORCUPINE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
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: 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: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1216, Location: MILE POINT 0.1 (Lat: 59.412628, Lng: -135.999450), Route carried "on" structure: State highway NSP00, Year Built: 2017, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 110 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 180 (year 2039), Design Load: HL 93, Features Intersected: KLEHINI RIVER, Facility Carried by Structure: PORCUPINE CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
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: 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: June 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: 163, Location: MILE POINT 3.2 (Lat: 59.383000, Lng: -136.068000), Route carried "on" structure: Other road NSPNR, Year Built: 2009, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: DALTON TRAIL SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 163, Location: MILE POINT 3.2 (Lat: 59.383000, Lng: -136.068000), Route carried "on" structure: Other road NSPNR, Year Built: 2009, Status: Open, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: HS 20+Mod, Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: DALTON TRAIL SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.1m (59.4ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1631, Location: MILE POINT 2.9 (Lat: 59.384300, Lng: -136.075100), Route carried "on" structure: Other road NSPNR, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: HS 25 or greater, Features Intersected: CLEAR CREEK (HAINES), Facility Carried by Structure: DALTON TRAIL SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1631, Location: MILE POINT 2.9 (Lat: 59.384300, Lng: -136.075100), Route carried "on" structure: Other road NSPNR, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: HS 25 or greater, Features Intersected: CLEAR CREEK (HAINES), Facility Carried by Structure: DALTON TRAIL SPUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1635, Location: MILE POINT 8.3 (Lat: 59.420483, Lng: -136.222742), Route carried "on" structure: State lands road , Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Features Intersected: PORCUPINE CREEK, Facility Carried by Structure: PORCUPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1635, Location: MILE POINT 8.3 (Lat: 59.420483, Lng: -136.222742), Route carried "on" structure: State lands road , Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Features Intersected: PORCUPINE CREEK, Facility Carried by Structure: PORCUPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.358, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 4.7m (15.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1636, Location: MILE POINT 8.9 (Lat: 59.422589, Lng: -136.237958), Route carried "on" structure: Other road NSPNR, Year Built: 2003, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK, Facility Carried by Structure: PORCUPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.323, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1636, Location: MILE POINT 8.9 (Lat: 59.422589, Lng: -136.237958), Route carried "on" structure: Other road NSPNR, Year Built: 2003, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK, Facility Carried by Structure: PORCUPINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.323, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1641, Location: HAINES (Lat: 59.539039, Lng: -136.103208), Route carried "on" structure: Other road NSPNR, Year Built: 1984, Status: Posted for load, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Features Intersected: NATAGA CREEK 2, Facility Carried by Structure: LOGGING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1641, Location: HAINES (Lat: 59.539039, Lng: -136.103208), Route carried "on" structure: Other road NSPNR, Year Built: 1984, Status: Posted for load, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2035), Features Intersected: NATAGA CREEK 2, Facility Carried by Structure: LOGGING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.0 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber