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Bridge Statistics for Haines, Alaska (AK) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Haines, AK, Alaska, Alaska forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 41 meters (135ft) Total average daily traffic: 1,718 Total average daily truck traffic: 144 Total future (year 2030) average daily traffic: 2,270 National Bridge Inventory (NBI) Registered Bridges for Haines
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: 387, Location: MILE POINT 4.8 (Lat: 59.321667, Lng: -135.553333), Route carried "on" structure: State highway NSP00, Year Built: 1979, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 380 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2030), 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: 8.0m (26.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 742, Location: MILE POINT 23.2 (Lat: 59.415000, Lng: -135.928333), Route carried "on" structure: State highway 95, Year Built: 1958, Status: Open, Structure Length: 15.36m (50.39ft), Average Daily Traffic: 472 (year 2010), Truck Traffic: 12%, Average Future Daily Traffic: 650 (year 2030), 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: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 743, Location: MILE POINT 28.3 (Lat: 59.421667, Lng: -136.056667), Route carried "on" structure: State highway 95, Year Built: 1999, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 274 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2030), Design Load: HS 25, 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: 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, 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: 744, Location: MILE POINT 31.0 (Lat: 59.428333, Lng: -136.128333), Route carried "on" structure: State highway 95, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 246 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 25, 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: Excellent, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.0 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 10, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 745, Location: MILE POINT 33.2 (Lat: 59.433333, Lng: -136.193333), Route carried "on" structure: State highway 95, Year Built: 1991, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 246 (year 2010), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Design Load: HS 25, 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: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 87.6 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 10, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 804, Location: HAINES (Lat: 59.281667, Lng: -135.450000), Route carried "on" structure: State highway 95, Year Built: 1984, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 50 (year 2010), Truck Traffic: 20%, Average Future Daily Traffic: 60 (year 2030), 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: Good, Channel: Very good, Operating Rating: 70.7 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: 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: August 11, Critical Feature Inspection Date: September 2006, Underwater Inspection Date: August 11, Deck Structure Type: Open Grating Find on map >> Show street view
Structure Number: 163, Location: HAINES (Lat: 59.383333, Lng: -136.138333), Route carried "on" structure: Other road NSPNR, Year Built: 1993, Status: Closed, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 10 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2030), Features Intersected: LITTLE SALMON RIVER, Facility Carried by Structure: LOGGING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >> Show street view
Structure Number: 1631, Location: HAINES (Lat: 59.381667, Lng: -136.136667), Route carried "on" structure: Other road NSPNR, Year Built: 1995, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2030), Features Intersected: CLEAR CREEK (HAINES), Facility Carried by Structure: DALTON TRAIL SPUR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, 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: 13.7m (44.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >> Show street view
Structure Number: 1636, Location: HAINES (Lat: 59.425000, Lng: -136.226667), Route carried "on" structure: Other road NSPNR, Year Built: 2003, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 10 (year 2010), Average Future Daily Traffic: 12 (year 2030), Features Intersected: BEAR CREEK, Facility Carried by Structure: LOGGING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.9 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, 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 10, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >> Show street view
Structure Number: 164, Location: HAINES (Lat: 59.558333, Lng: -136.170000), Route carried "on" structure: Other road NSPNR, Year Built: 1971, Status: Closed, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 10 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2030), Features Intersected: NATAGA CREEK 1, Facility Carried by Structure: LOGGING ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.8m (12.5ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >> Show street view
Structure Number: 1641, Location: HAINES (Lat: 59.563333, Lng: -136.181667), Route carried "on" structure: Other road NSPNR, Year Built: 1984, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 10 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 12 (year 2030), 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 Agenciy, 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: 5.0m (16.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 10, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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