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Bridge Statistics for Nome, Alaska (AK) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Nome, AK, Alaska, Alaska forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 107 meters (351ft) Total costs: $651,000 Total average daily traffic: 1,975 Total average daily truck traffic: 77 Total future (year 2025) average daily traffic: 3,220 National Bridge Inventory (NBI) Registered Bridges for Nome
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 266, Location: MILE POINT 590.0 (Lat: 64.675000, Lng: -165.746667), Route carried "on" structure: State highway 131, Year Built: 1962, Year Reconstructed: 1979, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 60 (year 2028), Design Load: HS 20, Features Intersected: CRIPPLE RIVER, Facility Carried by Structure: IRR:NOME-TELLER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 949.310, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Fair, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 268, Location: MILE POINT 66.0 (Lat: 64.820000, Lng: -163.716667), Route carried "on" structure: State highway 130, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: FOX RIVER, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 106.194, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: June 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 269, Location: MILE POINT 69.5 (Lat: 64.865000, Lng: -163.690000), Route carried "on" structure: State highway 130, Year Built: 1982, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: BEAR RIVER, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 111.826, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: June 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 31, Location: MILE POINT 60.5 (Lat: 65.128333, Lng: -164.725000), Route carried "on" structure: State highway 64, Year Built: 1982, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 75 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2028), Design Load: HS 20, Features Intersected: PILGRIM RIVER, Facility Carried by Structure: IRR:NOME-TAYLOR RD Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 97.306, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 319, Location: MILE POINT 35.5 (Lat: 64.901667, Lng: -165.118333), Route carried "on" structure: State highway 64, Year Built: 1982, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 125 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: GRAND CENTRAL RIVER, Facility Carried by Structure: IRR:NOME-TAYLOR RD Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 57.202, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 32, Location: MILE POINT 2.6 (Lat: 64.486667, Lng: -165.288333), Route carried "on" structure: State highway 130, Year Built: 1967, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 210 (year 2028), Design Load: HS 20, Features Intersected: NOME RIVER, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.239, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 323, Location: MILE POINT 12.4 (Lat: 64.590000, Lng: -165.663333), Route carried "on" structure: State highway 131, Year Built: 1959, Year Reconstructed: 1980, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 110 (year 2028), Design Load: HS 20, Features Intersected: PENNY RIVER, Facility Carried by Structure: IRR:NOME-TELLER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.920, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 324, Location: MILE POINT 7.1 (Lat: 64.563333, Lng: -165.506667), Route carried "on" structure: State highway 131, Year Built: 1959, Year Reconstructed: 1979, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 120 (year 2028), Design Load: HS 20, Features Intersected: SNAKE RIVER, Facility Carried by Structure: IRR:NOME-TELLER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 347, Location: MILE POINT 31.6 (Lat: 64.545000, Lng: -164.433333), Route carried "on" structure: State highway 130, Year Built: 1977, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: BONANZA CHANNEL, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.768, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 3.3m (10.8ft), Horizontal Clearance: 50.5m (165.7ft)), Material/Design: Steel, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.3m (188.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: June 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 356, Location: MILE POINT 41.0 (Lat: 64.651667, Lng: -164.323333), Route carried "on" structure: State highway 130, Year Built: 1977, Year Reconstructed: 1992, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20+Mod, Features Intersected: SOLOMON RIVER, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.023, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 398, Location: MILE POINT 67.8 (Lat: 65.215000, Lng: -164.813333), Route carried "on" structure: State highway 64, Year Built: 1961, Status: Posted for load, Structure Length: 9.33m (30.61ft), Average Daily Traffic: 75 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2028), Design Load: H 15, Features Intersected: KUZITRIN RIVER, Facility Carried by Structure: IRR:NOME-TAYLOR RD Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 109.134, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: July 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 46, Location: MILE POINT13.2 (Lat: 64.648333, Lng: -165.293333), Route carried "on" structure: State highway 64, Year Built: 1973, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 125 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 150 (year 2028), Features Intersected: NOME RIVER, Facility Carried by Structure: IRR:NOME-TAYLOR RD Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 21.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 881, Location: MILE POINT 0.1 (Lat: 64.508333, Lng: -165.426667), Route carried "on" structure: State highway NSP00, Year Built: 1979, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 300 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2028), Design Load: HS 20, Features Intersected: SNAKE RIVER, Facility Carried by Structure: IRR:SUBMRNE PAYSTR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.026, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 893, Location: MILE POINT 85.3 (Lat: 65.435000, Lng: -164.661667), Route carried "on" structure: State highway NSP00, Year Built: 1941, Status: Posted for load, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 50 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 60 (year 2028), Design Load: HS 15, Features Intersected: KOUGAROK RIVER, Facility Carried by Structure: IRR:NOME-TAYLOR RD Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 137.198, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: July 2007, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 1127, Location: MILE POINT 20.8 (Lat: 64.473333, Lng: -164.748333), Route carried "on" structure: State highway 130, Year Built: 1978, Status: Open, Structure Length: 24.63m (80.81ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: SAFETY SOUND ESTUARY, Facility Carried by Structure: IRR:NOME/COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.500, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2006, Underwater Inspection Date: September 2005, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1564, Location: MILE POINT 43.3 (Lat: 64.930000, Lng: -164.870000), Route carried "on" structure: State highway 64, Year Built: 1983, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 125 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: CRATER CREEK, Facility Carried by Structure: IRR:NOME-TAYLOR RD Minimum Vertical Clearance: 3.55m (11.65ft), Kilometerpoint: 69.623, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1689, Location: MILE POINT 44.1 (Lat: 64.696667, Lng: -164.190000), Route carried "on" structure: State highway 130, Year Built: 1987, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: EAST FORK SOLOMON RIVER, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.913, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 214, Location: MILE POINT 3.2 (Lat: 64.594444, Lng: -165.436111), Route carried "on" structure: State highway , Year Built: 2005, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 75 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 100 (year 2028), Features Intersected: GLACIER CREEK, Facility Carried by Structure: GLACIER CR ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.150, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 4023, Location: MILE POINT 37.2 (Lat: 64.613333, Lng: -164.390000), Route carried "on" structure: State highway 130, Year Built: 1991, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2028), Features Intersected: SHOVEL CREEK, Facility Carried by Structure: IRR:NOME-COUNCIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.909, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.0 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: CEPPOAAK0001002, Location: NOME, ALASKA (Lat: 64.498747, Lng: -165.436483), Route carried "on" structure: Other road , Year Built: 2005, Status: Posted for load-capacity, Structure Length: 3.80m (12.47ft), Average Daily Traffic: 75 (year 2006), Truck Traffic: 35%, Average Future Daily Traffic: 110 (year 2025), Design Load: HS 25, Features Intersected: NOME HARBOR, Facility Carried by Structure: ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 9.0m (29.5ft), Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 30.0m (98.4ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 40.0 metric tons, Inventory Rating: 40.0 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.23m (23.72ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2007, Underwater Inspection Date: June 2008, Other Special Inspection Date: June 2008, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $43,000, Total Project Cost: $651,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels Discuss this city on our hugely popular Alaska forum Back to: Nome, AK, Alaska, All US cities.
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