Bridge Statistics for Valdez, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 407ft / 124mTotal length
- 14,655Total average daily traffic
- 3,008Total average daily truck traffic
- 21,800Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Valdez
- No street view available for this location
- New bridges - historical statistics
- 21960-1969
- 41970-1979
- 41980-1989
- 62000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 6.7%Very good
- 80.0%Good
- 6.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 80.0%Good
- 13.3%Satisfactory
- 6.7%Poor
- Bridge Condition - Substructure
- 13.3%Very good
- 46.7%Good
- 33.3%Satisfactory
- 6.7%Poor
- Bridge Condition - Channel
- 25.0%Excellent
- 50.0%Very good
- 6.3%Good
- 12.5%Satisfactory
- 6.3%Poor
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Structure Number: 556, Location: MILE POINT 4.8 (Lat: 61.109722, Lng: -146.236944), Route carried "on" structure: State highway 71, Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 1,990 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,360 (year 2039), Design Load: HS 20, Features Intersected: VALDEZ GLACIER STREAM, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 556, Location: MILE POINT 4.8 (Lat: 61.109722, Lng: -146.236944), Route carried "on" structure: State highway 71, Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 1,990 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,360 (year 2039), Design Load: HS 20, Features Intersected: VALDEZ GLACIER STREAM, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.757, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 557, Location: MILE POINT 18.8 (Lat: 61.083611, Lng: -145.895000), Route carried "on" structure: State highway 71, Year Built: 1974, Status: Open, Structure Length: 13.95m (45.77ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER LOWER CROSS, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.238, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: Meets minimum limits, 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: 557, Location: MILE POINT 18.8 (Lat: 61.083611, Lng: -145.895000), Route carried "on" structure: State highway 71, Year Built: 1974, Status: Open, Structure Length: 13.95m (45.77ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER LOWER CROSS, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.238, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: Meets minimum limits, 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: 558, Location: MILE POINT 20.3 (Lat: 61.096111, Lng: -145.867500), Route carried "on" structure: State highway 71, Year Built: 1985, Status: Open, Structure Length: 14.77m (48.46ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER UPPER CROSS, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.633, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 558, Location: MILE POINT 20.3 (Lat: 61.096111, Lng: -145.867500), Route carried "on" structure: State highway 71, Year Built: 1985, Status: Open, Structure Length: 14.77m (48.46ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER UPPER CROSS, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.633, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 559, Location: MILE POINT 22.5 (Lat: 61.112222, Lng: -145.811667), Route carried "on" structure: State highway 71, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: SHEEP CREEK, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.205, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Bituminous, Membrane: Preformed Fabric
Structure Number: 559, Location: MILE POINT 22.5 (Lat: 61.112222, Lng: -145.811667), Route carried "on" structure: State highway 71, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: SHEEP CREEK, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.205, 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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Bituminous, Membrane: Preformed Fabric
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Structure Number: 944, Location: MILE POINT 0.3 (Lat: 61.141944, Lng: -146.361944), Route carried "on" structure: State highway NSP00, Year Built: 1970, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2035), Design Load: H 15, Features Intersected: MINERAL CREEK, Facility Carried by Structure: MINERAL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.425, Lanes on structure: 1, Owner: State 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: 30.5m (100.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 944, Location: MILE POINT 0.3 (Lat: 61.141944, Lng: -146.361944), Route carried "on" structure: State highway NSP00, Year Built: 1970, Status: Posted for load, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 90 (year 2035), Design Load: H 15, Features Intersected: MINERAL CREEK, Facility Carried by Structure: MINERAL CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.425, Lanes on structure: 1, Owner: State 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: 30.5m (100.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable 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: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1203, Location: MILE POINT 3.8 (Lat: 61.083333, Lng: -146.306111), Route carried "on" structure: State highway 863, Year Built: 2005, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: SOLOMON CREEK, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.5m (11.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 1203, Location: MILE POINT 3.8 (Lat: 61.083333, Lng: -146.306111), Route carried "on" structure: State highway 863, Year Built: 2005, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: SOLOMON CREEK, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.124, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.5m (11.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 1204, Location: MILE POINT 1.5 (Lat: 61.082778, Lng: -146.241111), Route carried "on" structure: State highway 863, Year Built: 2005, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: ABERCROMBIE CREEK, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1204, Location: MILE POINT 1.5 (Lat: 61.082778, Lng: -146.241111), Route carried "on" structure: State highway 863, Year Built: 2005, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: ABERCROMBIE CREEK, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.470, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Excellent, Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable 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: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1205, Location: MILE POINT 1.2 (Lat: 61.082222, Lng: -146.231944), Route carried "on" structure: State highway 863, Year Built: 2005, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: NO NAME CREEK, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 1205, Location: MILE POINT 1.2 (Lat: 61.082222, Lng: -146.231944), Route carried "on" structure: State highway 863, Year Built: 2005, Status: Open, Structure Length: 3.86m (12.66ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: NO NAME CREEK, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 1207, Location: MILE POINT 0.6 (Lat: 61.084167, Lng: -146.216667), Route carried "on" structure: State highway 863, Year Built: 2006, Status: Open, Structure Length: 23.08m (75.72ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: LOWE RIVER MAIN CHANNEL, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum 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: 1207, Location: MILE POINT 0.6 (Lat: 61.084167, Lng: -146.216667), Route carried "on" structure: State highway 863, Year Built: 2006, Status: Open, Structure Length: 23.08m (75.72ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: LOWE RIVER MAIN CHANNEL, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.995, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum 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: 1208, Location: MILE POINT 0.4 (Lat: 61.086111, Lng: -146.209722), Route carried "on" structure: State highway 863, Year Built: 2006, Status: Open, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: LOWE RIVER NORTH CHANNEL, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum 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: 1208, Location: MILE POINT 0.4 (Lat: 61.086111, Lng: -146.209722), Route carried "on" structure: State highway 863, Year Built: 2006, Status: Open, Structure Length: 7.69m (25.23ft), Average Daily Traffic: 1,330 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,620 (year 2039), Design Load: HL 93, Features Intersected: LOWE RIVER NORTH CHANNEL, Facility Carried by Structure: DAYVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.653, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.2m (10.5ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: 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: Better than present minimum 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: 1221, Location: MILE POINT 51.2 (Lat: 61.276111, Lng: -145.275833), Route carried "on" structure: State highway 71, Year Built: 1977, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 670 (year 2039), Design Load: HS 20, Features Intersected: TIEKEL RIVER LOWER XING, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.324, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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
Structure Number: 1221, Location: MILE POINT 51.2 (Lat: 61.276111, Lng: -145.275833), Route carried "on" structure: State highway 71, Year Built: 1977, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 670 (year 2039), Design Load: HS 20, Features Intersected: TIEKEL RIVER LOWER XING, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.324, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present 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
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Structure Number: 1383, Location: MILE POINT 19.3 (Lat: 61.089444, Lng: -145.889444), Route carried "on" structure: State highway 71, Year Built: 1980, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER LWR KEYSTONE, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Equal to present desirable 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: Bituminous, Membrane: Preformed Fabric
Structure Number: 1383, Location: MILE POINT 19.3 (Lat: 61.089444, Lng: -145.889444), Route carried "on" structure: State highway 71, Year Built: 1980, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER LWR KEYSTONE, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.047, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Equal to present desirable 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: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1384, Location: MILE POINT 19.4 (Lat: 61.090556, Lng: -145.889444), Route carried "on" structure: State highway 71, Year Built: 1980, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER UPR KEYSTONE, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1384, Location: MILE POINT 19.4 (Lat: 61.090556, Lng: -145.889444), Route carried "on" structure: State highway 71, Year Built: 1980, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 810 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 1,740 (year 2039), Design Load: HS 20, Features Intersected: LOWE RIVER UPR KEYSTONE, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.260, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1429, Location: VALDEZ (Lat: 61.124022, Lng: -146.365689), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 470 (year 2039), Design Load: HS 25 or greater, Features Intersected: VALDEZ FERRY TERMINAL, Facility Carried by Structure: MARINE HWY ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 1429, Location: VALDEZ (Lat: 61.124022, Lng: -146.365689), Route carried "on" structure: State highway 71, Year Built: 2004, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 390 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 470 (year 2039), Design Load: HS 25 or greater, Features Intersected: VALDEZ FERRY TERMINAL, Facility Carried by Structure: MARINE HWY ROUTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, 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 2020, Critical Feature Inspection Date: August 2020, Underwater Inspection Date: August 2021, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 1744, Location: MILE POINT 0.2 (Lat: 61.133611, Lng: -146.386389), Route carried "on" structure: City street NSP00, Year Built: 1982, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 620 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 740 (year 2039), Design Load: HS 20, Features Intersected: MINERAL CREEK, Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: Superior to present desirable criteria, 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: 1744, Location: MILE POINT 0.2 (Lat: 61.133611, Lng: -146.386389), Route carried "on" structure: City street NSP00, Year Built: 1982, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 620 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 740 (year 2039), Design Load: HS 20, Features Intersected: MINERAL CREEK, Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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: Superior to present desirable criteria, 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: 4117, Location: MILE POINT 55.5 (Lat: 61.333353, Lng: -145.311114), Route carried "on" structure: State highway 71, Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 670 (year 2039), Design Load: HS 20, Features Intersected: BOULDER CREEK, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 4117, Location: MILE POINT 55.5 (Lat: 61.333353, Lng: -145.311114), Route carried "on" structure: State highway 71, Year Built: 1974, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 440 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 670 (year 2039), Design Load: HS 20, Features Intersected: BOULDER CREEK, Facility Carried by Structure: RICHARDSON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.319, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.1m (13.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 97.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 80.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021