Bridge Statistics for Anchorage, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 171Number of bridges
- 2,454ft / 748mTotal length
- $22,196,000Total costs
- 2,209,978Total average daily traffic
- 108,578Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Anchorage
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 171960-1969
- 351970-1979
- 491980-1989
- 211990-1999
- 242000-2009
- 232010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 21990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 8.0%Excellent
- 11.0%Very good
- 47.0%Good
- 27.0%Satisfactory
- 3.0%Fair
- 4.0%Poor
- Bridge Condition - Superstructure
- 10.0%Excellent
- 11.0%Very good
- 45.0%Good
- 24.0%Satisfactory
- 9.0%Fair
- 1.0%Poor
- Bridge Condition - Substructure
- 4.0%Excellent
- 9.0%Very good
- 45.0%Good
- 36.0%Satisfactory
- 5.0%Fair
- 1.0%Poor
- Bridge Condition - Channel
- 20.3%Excellent
- 32.8%Very good
- 31.3%Good
- 12.5%Satisfactory
- 1.6%Fair
- 1.6%Poor
- Bridge Condition - Culverts
- 77.8%Very good
- 11.1%Good
- 11.1%Satisfactory
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Structure Number: 194, Location: METLAKATLA (Lat: 55.266742, Lng: -131.560072), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 410 (year 2039), Design Load: HL 93, Features Intersected: ANNETTE BAY FERRY TERM, Facility Carried by Structure: IRR:MARINE HWY RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Other
Structure Number: 194, Location: METLAKATLA (Lat: 55.266742, Lng: -131.560072), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 410 (year 2039), Design Load: HL 93, Features Intersected: ANNETTE BAY FERRY TERM, Facility Carried by Structure: IRR:MARINE HWY RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: July 2018, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Deck Protection: Other
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Structure Number: 215, Location: MILE POINT 60.9 (Lat: 62.104428, Lng: -150.059942), Route carried "on" structure: Interstate A41, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,780 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,240 (year 2039), Design Load: HS 20, Features Intersected: MONTANA CREEK, Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 98.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 215, Location: MILE POINT 60.9 (Lat: 62.104428, Lng: -150.059942), Route carried "on" structure: Interstate A41, Year Built: 1962, Year Reconstructed: 1987, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,780 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,240 (year 2039), Design Load: HS 20, Features Intersected: MONTANA CREEK, Facility Carried by Structure: PARKS HIGHWAY
Minimum Vertical Clearance: 5.42m (17.78ft), Kilometerpoint: 98.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 391, Location: MILE POINT 2.4 (Lat: 61.137500, Lng: -149.925278), Route carried "on" structure: State highway 520, Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 22,100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32,600 (year 2039), Design Load: HS 20, Features Intersected: CAMPBELL CREEK, DIMOND, Facility Carried by Structure: DIMOND BLVD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 3.816, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 69.5 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 391, Location: MILE POINT 2.4 (Lat: 61.137500, Lng: -149.925278), Route carried "on" structure: State highway 520, Year Built: 1988, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 22,100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 32,600 (year 2039), Design Load: HS 20, Features Intersected: CAMPBELL CREEK, DIMOND, Facility Carried by Structure: DIMOND BLVD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 3.816, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 3.5m (11.5ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 37.3m (122.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 69.5 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 41, Location: MILE POINT 10.8 (Lat: 60.501228, Lng: -145.509139), Route carried "on" structure: State highway 851, Year Built: 1966, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 520 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 630 (year 2039), Design Load: HS 20+Mod, Features Intersected: SCOTT GLACIER NO 10, Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 17.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 41, Location: MILE POINT 10.8 (Lat: 60.501228, Lng: -145.509139), Route carried "on" structure: State highway 851, Year Built: 1966, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 520 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 630 (year 2039), Design Load: HS 20+Mod, Features Intersected: SCOTT GLACIER NO 10, Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 6.10m (20.01ft), Kilometerpoint: 17.321, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 455, Location: MILE POINT 0.6 (Lat: 61.223272, Lng: -149.885083), Route carried "on" structure: State highway 527, Year Built: 1975, Status: Open, Structure Length: 80.92m (265.49ft), Average Daily Traffic: 3,910 (year 2020), Truck Traffic: 47%, Average Future Daily Traffic: 9,140 (year 2039), Design Load: HS 20, Features Intersected: ANCHORAGE PORT ACCESS, Facility Carried by Structure: LOOP RD/C STREET
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.917, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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, Underclear: 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, Inspection Date: August 2021, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 455, Location: MILE POINT 0.6 (Lat: 61.223272, Lng: -149.885083), Route carried "on" structure: State highway 527, Year Built: 1975, Status: Open, Structure Length: 80.92m (265.49ft), Average Daily Traffic: 3,910 (year 2020), Truck Traffic: 47%, Average Future Daily Traffic: 9,140 (year 2039), Design Load: HS 20, Features Intersected: ANCHORAGE PORT ACCESS, Facility Carried by Structure: LOOP RD/C STREET
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.917, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 29 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 46.0m (150.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 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, Underclear: 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, Inspection Date: August 2021, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 534, Location: MILE POINT 4.8 (Lat: 61.238056, Lng: -149.694167), Route carried "on" structure: Interstate A16, Year Built: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 60,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 69,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: SHIP CREEK, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 7.673, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 46.8m (153.5ft), Out-to-Out Width: 48.2m (158.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 534, Location: MILE POINT 4.8 (Lat: 61.238056, Lng: -149.694167), Route carried "on" structure: Interstate A16, Year Built: 1988, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 60,000 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 69,700 (year 2039), Design Load: HS 25 or greater, Features Intersected: SHIP CREEK, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 7.673, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 48.2m (158.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 46.8m (153.5ft), Out-to-Out Width: 48.2m (158.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 535, Location: MILE POINT 11.6 (Lat: 61.310278, Lng: -149.577222), Route carried "on" structure: State highway A16, Year Built: 1981, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2035), Design Load: HS 20, Features Intersected: EAGLE RIVER E FRONTAGE, Facility Carried by Structure: VFW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.590, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 535, Location: MILE POINT 11.6 (Lat: 61.310278, Lng: -149.577222), Route carried "on" structure: State highway A16, Year Built: 1981, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 300 (year 2035), Design Load: HS 20, Features Intersected: EAGLE RIVER E FRONTAGE, Facility Carried by Structure: VFW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.590, 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: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.6m (8.5ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 536, Location: MILE POINT 7.4 (Lat: 61.403789, Lng: -149.457250), Route carried "on" structure: State highway NSPCG, Year Built: 2011, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,090 (year 2039), Design Load: HL 93, Features Intersected: PETERS CREEK, Facility Carried by Structure: OLD GLENN, EAGLE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 536, Location: MILE POINT 7.4 (Lat: 61.403789, Lng: -149.457250), Route carried "on" structure: State highway NSPCG, Year Built: 2011, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,090 (year 2039), Design Load: HL 93, Features Intersected: PETERS CREEK, Facility Carried by Structure: OLD GLENN, EAGLE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.909, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 537, Location: MILE POINT 0.3 (Lat: 61.449814, Lng: -149.369919), Route carried "on" structure: Alternate County highway , Year Built: 2016, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 690 (year 2039), Design Load: HL 93, Features Intersected: EKLUTNA RIVER, Facility Carried by Structure: OLD GLENN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.3m (125.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Excellent, 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: Superior 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: 537, Location: MILE POINT 0.3 (Lat: 61.449814, Lng: -149.369919), Route carried "on" structure: Alternate County highway , Year Built: 2016, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 690 (year 2039), Design Load: HL 93, Features Intersected: EKLUTNA RIVER, Facility Carried by Structure: OLD GLENN HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.3m (125.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Very good, Superstructure: Excellent, 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: Superior 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: 627, Location: MILE POINT 77.0 (Lat: 60.820000, Lng: -149.000833), Route carried "on" structure: Interstate A32, Year Built: 1967, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HS 20, Features Intersected: PLACER RIVER OVERFLOW, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 123.976, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 627, Location: MILE POINT 77.0 (Lat: 60.820000, Lng: -149.000833), Route carried "on" structure: Interstate A32, Year Built: 1967, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HS 20, Features Intersected: PLACER RIVER OVERFLOW, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 123.976, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 629, Location: MILE POINT 77.5 (Lat: 60.817300, Lng: -148.987100), Route carried "on" structure: Interstate A32, Year Built: 1966, Status: Open, Structure Length: 14.83m (48.65ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HS 20, Features Intersected: PLACER RIVER MAIN CROSS, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 124.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 63.9 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 629, Location: MILE POINT 77.5 (Lat: 60.817300, Lng: -148.987100), Route carried "on" structure: Interstate A32, Year Built: 1966, Status: Open, Structure Length: 14.83m (48.65ft), Average Daily Traffic: 3,900 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,650 (year 2039), Design Load: HS 20, Features Intersected: PLACER RIVER MAIN CROSS, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 124.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 63.9 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 63, Location: MILE POINT 78.1 (Lat: 60.821000, Lng: -148.975800), Route carried "on" structure: Interstate A31, Year Built: 1966, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 5,080 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,030 (year 2039), Design Load: HS 20, Features Intersected: PORTAGE CREEK NO 1, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 125.761, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 63, Location: MILE POINT 78.1 (Lat: 60.821000, Lng: -148.975800), Route carried "on" structure: Interstate A31, Year Built: 1966, Status: Open, Structure Length: 6.19m (20.31ft), Average Daily Traffic: 5,080 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,030 (year 2039), Design Load: HS 20, Features Intersected: PORTAGE CREEK NO 1, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 125.761, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 631, Location: MILE POINT 78.6 (Lat: 60.826944, Lng: -148.977778), Route carried "on" structure: Interstate A31, Year Built: 1967, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 5,080 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,030 (year 2039), Design Load: HS 20, Features Intersected: PORTAGE CREEK NO 2, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 126.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 631, Location: MILE POINT 78.6 (Lat: 60.826944, Lng: -148.977778), Route carried "on" structure: Interstate A31, Year Built: 1967, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 5,080 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,030 (year 2039), Design Load: HS 20, Features Intersected: PORTAGE CREEK NO 2, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 126.430, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 634, Location: MILE POINT 79.9 (Lat: 60.845000, Lng: -148.988200), Route carried "on" structure: Interstate A31, Year Built: 1967, Status: Open, Structure Length: 17.30m (56.76ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,000 (year 2035), Design Load: HS 20, Features Intersected: TWENTY MILE RIVER, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 128.506, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 634, Location: MILE POINT 79.9 (Lat: 60.845000, Lng: -148.988200), Route carried "on" structure: Interstate A31, Year Built: 1967, Status: Open, Structure Length: 17.30m (56.76ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 7,000 (year 2035), Design Load: HS 20, Features Intersected: TWENTY MILE RIVER, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 128.506, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: May 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 636, Location: MILE POINT 83.4 (Lat: 60.884722, Lng: -149.047222), Route carried "on" structure: Interstate A31, Year Built: 2019, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,665 (year 2038), Design Load: HL 93, Features Intersected: PETERSON CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 134.139, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 636, Location: MILE POINT 83.4 (Lat: 60.884722, Lng: -149.047222), Route carried "on" structure: Interstate A31, Year Built: 2019, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,665 (year 2038), Design Load: HL 93, Features Intersected: PETERSON CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 134.139, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 638, Location: MILE POINT 88.5 (Lat: 60.933056, Lng: -149.155278), Route carried "on" structure: Interstate A31, Year Built: 2019, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,665 (year 2038), Design Load: HL 93, Features Intersected: VIRGIN CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 142.427, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 638, Location: MILE POINT 88.5 (Lat: 60.933056, Lng: -149.155278), Route carried "on" structure: Interstate A31, Year Built: 2019, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,665 (year 2038), Design Load: HL 93, Features Intersected: VIRGIN CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 142.427, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.8m (137.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 639, Location: MILEPOINT 89.1 (Lat: 60.938694, Lng: -149.167389), Route carried "on" structure: Interstate A31, Year Built: 2019, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,665 (year 2038), Design Load: HL 93, Features Intersected: GLACIER CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, 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 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 639, Location: MILEPOINT 89.1 (Lat: 60.938694, Lng: -149.167389), Route carried "on" structure: Interstate A31, Year Built: 2019, Status: Open, Structure Length: 7.35m (24.11ft), Average Daily Traffic: 4,276 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 6,665 (year 2038), Design Load: HL 93, Features Intersected: GLACIER CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 130.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Excellent, 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 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 644, Location: MILE POINT 102.1 (Lat: 60.985556, Lng: -149.500556), Route carried "on" structure: Interstate A31, Year Built: 2021, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,860 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,820 (year 2039), Design Load: HL 93, Features Intersected: INDIAN CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 164.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable 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: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 644, Location: MILE POINT 102.1 (Lat: 60.985556, Lng: -149.500556), Route carried "on" structure: Interstate A31, Year Built: 2021, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 6,860 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 7,820 (year 2039), Design Load: HL 93, Features Intersected: INDIAN CREEK, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 164.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.7m (12.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable 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: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 645, Location: MILE POINT 6.7 (Lat: 61.172500, Lng: -149.868056), Route carried "on" structure: State highway NSPCY, Year Built: 1982, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: CAMPBELL CREEK, OLD SWD, Facility Carried by Structure: OLD SEWARD HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.705, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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 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: 645, Location: MILE POINT 6.7 (Lat: 61.172500, Lng: -149.868056), Route carried "on" structure: State highway NSPCY, Year Built: 1982, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: CAMPBELL CREEK, OLD SWD, Facility Carried by Structure: OLD SEWARD HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.705, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.6m (61.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 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 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: 699, Location: MILE POINT 4.9 (Lat: 61.176667, Lng: -149.913611), Route carried "on" structure: State highway 42, Year Built: 1993, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 31,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 41,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: MINNESOTA DR OVERHEAD, Facility Carried by Structure: AIRPORT/MINNESOTA
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 7.918, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.5m (11.5ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 39.4m (129.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 699, Location: MILE POINT 4.9 (Lat: 61.176667, Lng: -149.913611), Route carried "on" structure: State highway 42, Year Built: 1993, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 31,600 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 41,000 (year 2039), Design Load: HS 25 or greater, Features Intersected: MINNESOTA DR OVERHEAD, Facility Carried by Structure: AIRPORT/MINNESOTA
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 7.918, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.5m (11.5ft), Curb-To-Curb Width: 31.1m (102.0ft), Out-to-Out Width: 39.4m (129.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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: 969, Location: MILE POINT 2.1 (Lat: 61.177778, Lng: -149.838056), Route carried "on" structure: State highway 563, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 17,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: CAMPBELL CREEK, LAKE OTS, Facility Carried by Structure: LAKE OTIS ROAD
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 3.336, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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
Structure Number: 969, Location: MILE POINT 2.1 (Lat: 61.177778, Lng: -149.838056), Route carried "on" structure: State highway 563, Year Built: 1966, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 17,400 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 29,000 (year 2039), Design Load: HS 20+Mod, Features Intersected: CAMPBELL CREEK, LAKE OTS, Facility Carried by Structure: LAKE OTIS ROAD
Minimum Vertical Clearance: 6.40m (21.00ft), Kilometerpoint: 3.336, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 21.8m (71.5ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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
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Structure Number: 97, Location: MILE POINT 4.6 (Lat: 61.145833, Lng: -149.892222), Route carried "on" structure: State highway NSPCY, Year Built: 1979, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 6,470 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,610 (year 2039), Design Load: HS 20+Mod, Features Intersected: CAMPBELL CREEK, ARCTIC, Facility Carried by Structure: ARCTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: 97, Location: MILE POINT 4.6 (Lat: 61.145833, Lng: -149.892222), Route carried "on" structure: State highway NSPCY, Year Built: 1979, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 6,470 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,610 (year 2039), Design Load: HS 20+Mod, Features Intersected: CAMPBELL CREEK, ARCTIC, Facility Carried by Structure: ARCTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.355, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.5 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: 971, Location: MILE POINT 6.1 (Lat: 61.148056, Lng: -149.887222), Route carried "on" structure: State highway 527, Year Built: 2003, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 12,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,300 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CREEK, C STREET, Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 9.753, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 27.5m (90.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 971, Location: MILE POINT 6.1 (Lat: 61.148056, Lng: -149.887222), Route carried "on" structure: State highway 527, Year Built: 2003, Status: Open, Structure Length: 3.83m (12.57ft), Average Daily Traffic: 12,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,300 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CREEK, C STREET, Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 9.753, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 27.5m (90.2ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 972, Location: MILE POINT 2.2 (Lat: 61.166389, Lng: -149.873889), Route carried "on" structure: Alternate State highway , Year Built: 2012, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 15,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,100 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CREEK, DOWLING, Facility Carried by Structure: DOWLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 972, Location: MILE POINT 2.2 (Lat: 61.166389, Lng: -149.873889), Route carried "on" structure: Alternate State highway , Year Built: 2012, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 15,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 25,100 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CREEK, DOWLING, Facility Carried by Structure: DOWLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.541, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 976, Location: MILE POINT 0.2 (Lat: 61.200556, Lng: -149.913056), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 2,110 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,660 (year 2039), Design Load: HS 20, Features Intersected: HILLCREST OVERCROSSING, Facility Carried by Structure: HILLCREST DR
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 95.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum 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: 976, Location: MILE POINT 0.2 (Lat: 61.200556, Lng: -149.913056), Route carried "on" structure: City street , Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 2.72m (8.92ft), Average Daily Traffic: 2,110 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,660 (year 2039), Design Load: HS 20, Features Intersected: HILLCREST OVERCROSSING, Facility Carried by Structure: HILLCREST DR
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 95.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum 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: 999, Location: MILE POINT 2.3 (Lat: 60.961667, Lng: -149.131389), Route carried "on" structure: State highway 501, Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,760 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,140 (year 2039), Design Load: HS 20, Features Intersected: GLACIER CREEK, Facility Carried by Structure: ALYESKA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.618, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999, Location: MILE POINT 2.3 (Lat: 60.961667, Lng: -149.131389), Route carried "on" structure: State highway 501, Year Built: 1967, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,760 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,140 (year 2039), Design Load: HS 20, Features Intersected: GLACIER CREEK, Facility Carried by Structure: ALYESKA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.618, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1001, Location: MILE POINT 0.2 (Lat: 60.943333, Lng: -149.170833), Route carried "on" structure: State highway 501, Year Built: 1967, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,510 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,710 (year 2039), Design Load: HS 20, Features Intersected: GIRDWOOD OVERHEAD, Facility Carried by Structure: ALYESKA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.344, Lanes on structure: 2, 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1001, Location: MILE POINT 0.2 (Lat: 60.943333, Lng: -149.170833), Route carried "on" structure: State highway 501, Year Built: 1967, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,510 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,710 (year 2039), Design Load: HS 20, Features Intersected: GIRDWOOD OVERHEAD, Facility Carried by Structure: ALYESKA HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.344, Lanes on structure: 2, 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.6 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1027, Location: MILE POINT 0.5 (Lat: 60.968056, Lng: -149.135000), Route carried "on" structure: State highway , Year Built: 2008, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 410 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 470 (year 2039), Design Load: HL 93, Features Intersected: CALIFORNIA CREEK, Facility Carried by Structure: CROW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.737, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
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: 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: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1027, Location: MILE POINT 0.5 (Lat: 60.968056, Lng: -149.135000), Route carried "on" structure: State highway , Year Built: 2008, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 410 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 470 (year 2039), Design Load: HL 93, Features Intersected: CALIFORNIA CREEK, Facility Carried by Structure: CROW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.737, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
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: 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: June 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: 1028, Location: MILE POINT 4.9 (Lat: 61.021400, Lng: -149.095200), Route carried "on" structure: State highway NSP00, Year Built: 1950, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 410 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 470 (year 2039), Features Intersected: CROW CREEK, Facility Carried by Structure: CROW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.862, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.6 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 1028, Location: MILE POINT 4.9 (Lat: 61.021400, Lng: -149.095200), Route carried "on" structure: State highway NSP00, Year Built: 1950, Status: Open, Structure Length: 2.46m (8.07ft), Average Daily Traffic: 410 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 470 (year 2039), Features Intersected: CROW CREEK, Facility Carried by Structure: CROW CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.862, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.6 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 replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1031, Location: BIRCHWOOD AREA (Lat: 61.421406, Lng: -149.492689), Route carried "on" structure: County highway NSPCY, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2035), Design Load: HS 20, Features Intersected: PETERS CREEK, Facility Carried by Structure: STOLTZE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 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: 1031, Location: BIRCHWOOD AREA (Lat: 61.421406, Lng: -149.492689), Route carried "on" structure: County highway NSPCY, Year Built: 1991, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 120 (year 2035), Design Load: HS 20, Features Intersected: PETERS CREEK, Facility Carried by Structure: STOLTZE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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 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: 1121, Location: MILE POINT 28.7 (Lat: 61.481500, Lng: -149.252600), Route carried "on" structure: Interstate A16, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 46.70m (153.22ft), Average Daily Traffic: 13,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,400 (year 2039), Design Load: HS 25 or greater, Features Intersected: KNIK RIVER NORTHBOUND, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 46.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 37.4 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: 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: July 2021, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1121, Location: MILE POINT 28.7 (Lat: 61.481500, Lng: -149.252600), Route carried "on" structure: Interstate A16, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 46.70m (153.22ft), Average Daily Traffic: 13,300 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,400 (year 2039), Design Load: HS 25 or greater, Features Intersected: KNIK RIVER NORTHBOUND, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 46.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 37.4 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: 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: July 2021, Critical Feature Inspection Date: June 2020, Underwater Inspection Date: June 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1155, Location: MILE POINT 19.7 (Lat: 61.404722, Lng: -149.459167), Route carried "on" structure: Interstate A16, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 18,250 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 27,350 (year 2039), Design Load: HS 20, Features Intersected: PETERS CREEK NORTHBOUND, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 31.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1155, Location: MILE POINT 19.7 (Lat: 61.404722, Lng: -149.459167), Route carried "on" structure: Interstate A16, Year Built: 1969, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 18,250 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 27,350 (year 2039), Design Load: HS 20, Features Intersected: PETERS CREEK NORTHBOUND, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 31.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1157, Location: MILE POINT 0.6 (Lat: 61.175556, Lng: -149.858056), Route carried "on" structure: ServiceState highway , Year Built: 2013, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,830 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CR E FRONTAGE, Facility Carried by Structure: BRAYTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1157, Location: MILE POINT 0.6 (Lat: 61.175556, Lng: -149.858056), Route carried "on" structure: ServiceState highway , Year Built: 2013, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,830 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CR E FRONTAGE, Facility Carried by Structure: BRAYTON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 116, Location: MILE POINT 123.8 (Lat: 61.175556, Lng: -149.858611), Route carried "on" structure: Interstate A31, Year Built: 2013, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 23,850 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 38,000 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CREEK - NB, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 199.193, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 116, Location: MILE POINT 123.8 (Lat: 61.175556, Lng: -149.858611), Route carried "on" structure: Interstate A31, Year Built: 2013, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 23,850 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 38,000 (year 2039), Design Load: HL 93, Features Intersected: CAMPBELL CREEK - NB, Facility Carried by Structure: SEWARD HIGHWAY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 199.193, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.3m (142.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Excellent, 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 1248, Location: MILE POINT 1.2 (Lat: 61.207778, Lng: -149.883056), Route carried "on" structure: State highway 527, Year Built: 1985, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: 15TH AVENUE OC A ST, Facility Carried by Structure: 15TH AVENUE
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 1.947, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 6.0m (19.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1248, Location: MILE POINT 1.2 (Lat: 61.207778, Lng: -149.883056), Route carried "on" structure: State highway 527, Year Built: 1985, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 11,800 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 14,500 (year 2039), Design Load: HS 20, Features Intersected: 15TH AVENUE OC A ST, Facility Carried by Structure: 15TH AVENUE
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 1.947, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.9m (62.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 6.0m (19.7ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1266, Location: MILE POINT 25.3 (Lat: 61.461667, Lng: -149.348889), Route carried "on" structure: Interstate A16, Year Built: 1977, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 14,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 20,800 (year 2039), Design Load: HS 20, Features Intersected: GLENN HWY OVERHEAD NB, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 40.627, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 1266, Location: MILE POINT 25.3 (Lat: 61.461667, Lng: -149.348889), Route carried "on" structure: Interstate A16, Year Built: 1977, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 14,600 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 20,800 (year 2039), Design Load: HS 20, Features Intersected: GLENN HWY OVERHEAD NB, Facility Carried by Structure: GLENN HIGHWAY
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 40.627, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 99.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 1269, Location: MILE POINT 1.7 (Lat: 61.172500, Lng: -149.916944), Route carried "on" structure: State highway , Year Built: 1999, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 28,900 (year 2039), Design Load: HS 25 or greater, Features Intersected: MINNESOTA DR INTERCHANGE, Facility Carried by Structure: INTL AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.792, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1269, Location: MILE POINT 1.7 (Lat: 61.172500, Lng: -149.916944), Route carried "on" structure: State highway , Year Built: 1999, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 12,800 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 28,900 (year 2039), Design Load: HS 25 or greater, Features Intersected: MINNESOTA DR INTERCHANGE, Facility Carried by Structure: INTL AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.792, Lanes on structure: 6, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 33.5m (109.9ft), Out-to-Out Width: 34.3m (112.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1273, Location: MILE POINT 2.2 (Lat: 61.203611, Lng: -149.887500), Route carried "on" structure: State highway 527, Year Built: 1973, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 13,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,500 (year 2039), Design Load: HS 20, Features Intersected: CHESTER CREEK, Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 3.557, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1273, Location: MILE POINT 2.2 (Lat: 61.203611, Lng: -149.887500), Route carried "on" structure: State highway 527, Year Built: 1973, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 13,100 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 24,500 (year 2039), Design Load: HS 20, Features Intersected: CHESTER CREEK, Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 3.557, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 93.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1278, Location: MILE POINT 0.1 (Lat: 61.173056, Lng: -149.979722), Route carried "on" structure: Ramp State highway , Year Built: 1968, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 24.44m (80.18ft), Average Daily Traffic: 2,020 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,340 (year 2039), Design Load: H 15, Features Intersected: AIA ACCESS ROAD RAMP, Facility Carried by Structure: ANCH INTL AIRPORT
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 14, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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: 1278, Location: MILE POINT 0.1 (Lat: 61.173056, Lng: -149.979722), Route carried "on" structure: Ramp State highway , Year Built: 1968, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 24.44m (80.18ft), Average Daily Traffic: 2,020 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 5,340 (year 2039), Design Load: H 15, Features Intersected: AIA ACCESS ROAD RAMP, Facility Carried by Structure: ANCH INTL AIRPORT
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 0.145, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 14, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), 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