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Bridge Statistics for Juneau, Alaska (AK)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 40Number of bridges
  • 194m636ftTotal length
  • $2,316,000Total costs
  • 308,771Total average daily traffic
  • 9,869Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Juneau
  • No street view available for this location

New bridges - Historical Statistics

  • 51930-1939
  • 31950-1959
  • 71970-1979
  • 111980-1989
  • 11990-1999
  • 102000-2009
  • 32010-2015

Reconstructed bridges - Historical Statistics

  • 11960-1969
  • 11970-1979
  • 01980-1989
  • 01990-1999
  • 12000-2009

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 217,  Location: MILE POINT 3.2 (Lat: 58.404256,  Lng: -134.584797),  Route carried "on" structure: State highway 966,  Year Built: 1985,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 4,475 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,000 (year 2033),  Design Load: HS 20,  Features Intersected: MENDENHALL RIVER,  Facility Carried by Structure: MENDENHALL LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 264,  Location: MILE POINT 4.5 (Lat: 58.397517,  Lng: -134.610942),  Route carried "on" structure: State highway 966,  Year Built: 1985,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 3,475 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,000 (year 2033),  Design Load: HS 20,  Features Intersected: MONTANA CREEK,  Facility Carried by Structure: MENDENHALL LOOP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.241,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 314,  Location: MILE POINT 0.1 (Lat: 58.302286,  Lng: -134.419061),  Route carried "on" structure: City street NSPCY,  Year Built: 1934,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 615 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 738 (year 2033),  Features Intersected: GOLD CREEK NINTH ST,  Facility Carried by Structure: 9TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 383,  Location: MILE POINT 0.3 (Lat: 58.494881,  Lng: -134.778044),  Route carried "on" structure: State highway NSP00,  Year Built: 2014,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 230 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 600 (year 2033),  Features Intersected: PETERSON CREEK,  Facility Carried by Structure: AMALGA HARBOR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.469,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Inventory Rating: 54.5 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: November 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 732,  Location: MILE POINT 0.4 (Lat: 58.299075,  Lng: -134.419889),  Route carried "on" structure: State highway 93,  Year Built: 1972,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 14,862 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,600 (year 2033),  Design Load: HS 20,  Features Intersected: GOLD CREEK,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.657,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 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: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 734,  Location: MILE POINT 23.0 (Lat: 58.486964,  Lng: -134.777286),  Route carried "on" structure: State highway 93,  Year Built: 1986,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 660 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HS 25,  Features Intersected: PETERSON CREEK,  Facility Carried by Structure: GLACIER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.960,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 735,  Location: MILE POINT 26.5 (Lat: 58.528250,  Lng: -134.805392),  Route carried "on" structure: State highway 93,  Year Built: 1959,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 400 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2033),  Design Load: H 20,  Features Intersected: EAGLE RIVER,  Facility Carried by Structure: GLACIER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.566,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 736,  Location: MILE POINT 26.0 (Lat: 58.524206,  Lng: -134.795494),  Route carried "on" structure: State highway 93,  Year Built: 1959,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 550 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 600 (year 2033),  Design Load: H 20,  Features Intersected: HERBERT RIVER,  Facility Carried by Structure: GLACIER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.787,  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: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 737,  Location: MILE POINT 9.3 (Lat: 58.370425,  Lng: -134.601697),  Route carried "on" structure: State highway 93,  Year Built: 2014,  Status: Open,  Structure Length: 11.52m (37.80ft),  Average Daily Traffic: 11,715 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,000 (year 2033),  Features Intersected: MENDENHALL RIVER,  Facility Carried by Structure: GLACIER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.935,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 10.8m (35.4ft)

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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 14,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 74,  Location: MILE POINT 0.1 (Lat: 58.299067,  Lng: -134.428958),  Route carried "on" structure: State highway 958,  Year Built: 1981,  Status: Open,  Structure Length: 39.21m (128.64ft),  Average Daily Traffic: 9,435 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,700 (year 2033),  Design Load: HS 25,  Features Intersected: GASTINEAU CHANNEL,  Facility Carried by Structure: JNU DOUGLAS BR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.140,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 15.2m (49.9ft), Horizontal Clearance: 76.2m (250.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 189.0m (620.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 787,  Location: MILE POINT 1.6 (Lat: 58.331033,  Lng: -134.471958),  Route carried "on" structure: Alternate State highway 955,  Year Built: 1989,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 2,910 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,500 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SALMON CREEK,  Facility Carried by Structure: TWIN LAKES DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.583,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $750,000,  Total Project Cost: $893,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 788,  Location: MILE POINT 1.5 (Lat: 58.284961,  Lng: -134.411097),  Route carried "on" structure: State highway 958,  Year Built: 1935,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 7,967 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,000 (year 2033),  Design Load: H 15,  Features Intersected: LAWSON CREEK,  Facility Carried by Structure: DOUGLAS HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.485,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 793,  Location: MILE POINT 2.3 (Lat: 58.357064,  Lng: -134.500308),  Route carried "on" structure: Alternate State highway 955,  Year Built: 1982,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 7,964 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,000 (year 2033),  Design Load: HS 20,  Features Intersected: LEMON CREEK,  Facility Carried by Structure: OLD GLACIER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.710,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: June 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 87,  Location: MILE POINT 0.1 (Lat: 58.297697,  Lng: -134.434842),  Route carried "on" structure: State highway 959,  Year Built: 1981,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 3,670 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,000 (year 2033),  Design Load: HS 25,  Features Intersected: KOWEE CREEK,  Facility Carried by Structure: NORTH DOUGLAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.148,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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: June 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 948,  Location: MILE POINT 0.3 (Lat: 58.306547,  Lng: -134.409592),  Route carried "on" structure: State highway NSPCY,  Year Built: 1936,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 12.41m (40.72ft),  Average Daily Traffic: 280 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 336 (year 2033),  Design Load: HS 20,  Features Intersected: BASIN ROAD TRESTLE,  Facility Carried by Structure: BASIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.414,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 42,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $1,196,000,  Total Project Cost: $1,423,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 949,  Location: MILE POINT 0.6 (Lat: 58.307222,  Lng: -134.402522),  Route carried "on" structure: Other road NSPCY,  Year Built: 1938,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 280 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 336 (year 2033),  Design Load: H 10,  Features Intersected: GOLD CREEK,  Facility Carried by Structure: BASIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.882,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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,  Inspection Date: June 13,  Critical Feature Inspection Date: March 15,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1068,  Location: MILE POINT 0.2 (Lat: 58.302019,  Lng: -134.412772),  Route carried "on" structure: State highway 981,  Year Built: 1934,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 2,810 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,800 (year 2033),  Design Load: H 15,  Features Intersected: CALHOUN VIADUCT,  Facility Carried by Structure: CALHOUN STREET
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.3 metric tons,  Inventory Rating: 24.5 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1069,  Location: MILE POINT 0.4 (Lat: 58.304872,  Lng: -134.417450),  Route carried "on" structure: City street 981,  Year Built: 1950,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 2,425 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2033),  Design Load: HS 20,  Features Intersected: GOLD CREEK CALHOUN,  Facility Carried by Structure: 12TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1188,  Location: MILE POINT 3.4 (Lat: 58.330353,  Lng: -134.473689),  Route carried "on" structure: State highway 93,  Year Built: 1973,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 23,275 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 26,000 (year 2034),  Design Load: HS 20,  Features Intersected: SALMON CREEK,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.533,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Very good,  Superstructure: Good,  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: Better than 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: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1197,  Location: MILE POINT 5.3 (Lat: 58.350669,  Lng: -134.507975),  Route carried "on" structure: State highway 93,  Year Built: 1973,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 21,450 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,000 (year 2033),  Design Load: HS 20,  Features Intersected: LEMON CREEK - N.B.,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.555,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 122,  Location: MILE POINT 38.0 (Lat: 58.651658,  Lng: -134.913283),  Route carried "on" structure: State highway 93,  Year Built: 1971,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 150 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2033),  Design Load: HS 20,  Features Intersected: COWEE CREEK,  Facility Carried by Structure: GLACIER HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.094,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1291,  Location: MILE POINT 2.0 (Lat: 58.316850,  Lng: -134.553586),  Route carried "on" structure: State highway 953,  Year Built: 1985,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 775 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2033),  Design Load: HS 20,  Features Intersected: FISH CREEK,  Facility Carried by Structure: FISH CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.215,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 8,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1684,  Location: MILE POINT 0.3 (Lat: 58.363856,  Lng: -134.579961),  Route carried "on" structure: Spur City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 915 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,000 (year 2033),  Features Intersected: JORDAN CREEK,  Facility Carried by Structure: JORDAN AVENUE
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.420,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1685,  Location: MILE POINT 0.1 (Lat: 58.387128,  Lng: -134.563281),  Route carried "on" structure: Spur County highway 966,  Year Built: 1982,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 200 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 240 (year 2033),  Design Load: HS 20,  Features Intersected: JORDAN CREEK (AMALGA ST),  Facility Carried by Structure: AMALGA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.216,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.4 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 175,  Location: MILE POINT 0.1 (Lat: 58.303656,  Lng: -134.415422),  Route carried "on" structure: City street NSPCY,  Year Built: 1983,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 300 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 360 (year 2033),  Design Load: H 20,  Features Intersected: DIXON ST VIADUCT AT 9TH,  Facility Carried by Structure: NINTH AND DIXON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1786,  Location: MILE POINT 0.1 (Lat: 58.365047,  Lng: -134.578203),  Route carried "on" structure: Spur County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 5,098 (year 2013),  Truck Traffic: 12%,  Average Future Daily Traffic: 5,020 (year 2035),  Features Intersected: JORDAN CREEK (TROUT ST),  Facility Carried by Structure: TROUT STREET
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.183,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Inventory Rating: 57.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 1863,  Location: MILE POINT 38.0 (Lat: 58.350567,  Lng: -134.508233),  Route carried "on" structure: State highway 93,  Year Built: 1973,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 21,450 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 24,000 (year 2033),  Design Load: HS 20,  Features Intersected: LEMON CREEK - S.B.,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.142,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2127,  Location: MILE POINT 6.1 (Lat: 58.358550,  Lng: -134.523528),  Route carried "on" structure: State highway 93,  Year Built: 2008,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 25,254 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,360 (year 2033),  Features Intersected: SUNNY POINT DR UC NB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 9.817,  Lanes on structure: 2,  Lanes under structure: 2,  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: 17.4m (57.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 2135,  Location: JUNEAU (Lat: 58.302342,  Lng: -134.416817),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 20 (year 2013),  Average Future Daily Traffic: 25 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: DISTIN ST VIADUCT AT 8TH,  Facility Carried by Structure: DISTIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 2192,  Location: MILE POINT 6.1 (Lat: 58.358292,  Lng: -134.523631),  Route carried "on" structure: State highway 93,  Year Built: 2008,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 25,254 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,360 (year 2033),  Features Intersected: SUNNY POINT DR UC SB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 9.817,  Lanes on structure: 2,  Lanes under structure: 2,  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: 17.4m (57.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 2193,  Location: MILE POINT 0.6 (Lat: 58.357544,  Lng: -134.518769),  Route carried "on" structure: State highway 93,  Year Built: 2008,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 21,450 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,360 (year 2033),  Features Intersected: W LEMON VALLEY ACC UC NB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 2,  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: 36.0m (118.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 2194,  Location: MILE POINT 6.0 (Lat: 58.357397,  Lng: -134.518933),  Route carried "on" structure: State highway 93,  Year Built: 2008,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 21,450 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 39,360 (year 2033),  Features Intersected: W LEMON VALLEY ACC UC SB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 9.656,  Lanes on structure: 2,  Lanes under structure: 2,  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: 36.0m (118.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  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: 4005,  Location: MILE POINT 3.0 (Lat: 58.326256,  Lng: -134.462942),  Route carried "on" structure: State highway 93,  Year Built: 1973,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 21,225 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,000 (year 2033),  Design Load: HS 20,  Features Intersected: SALMON CREEK POWERHOUSE,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.751,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.7m (100.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Inventory Rating: 66.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13
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Structure Number: 1431,  Location: MILE POINT 0.3 (Lat: 58.301783,  Lng: -134.412286),  Route carried "under" structure: State highway 981,  Year Built: 1977,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,887 (year 2013),  Truck Traffic: 1%,  Features Intersected: CALHOUN AVENUE POC,  Facility Carried by Structure: CALHOUN AVENUE
Minimum Vertical Clearance: 4.14m (13.58ft),  Kilometerpoint: 0.444,  Lanes under structure: 2,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 1.8m (5.9ft)

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Structure Number: 1585,  Location: JUNEAU (Lat: 58.304069,  Lng: -134.429031),  Route carried "under" structure: State highway 93,  Year Built: 1983,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 17,407 (year 2013),  Truck Traffic: 2%,  Features Intersected: EGAN DRIVE POC,  Facility Carried by Structure: EGAN DRIVE UNDER
Minimum Vertical Clearance: 5.53m (18.14ft),  Kilometerpoint: 1.511,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Orthotropic,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 2127,  Location: MILE POINT 6.1 (Lat: 58.358550,  Lng: -134.523528),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 368 (year 2013),  Truck Traffic: 1%,  Features Intersected: SUNNY POINT DR UC NB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 2192,  Location: MILE POINT 6.1 (Lat: 58.358292,  Lng: -134.523631),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 368 (year 2013),  Truck Traffic: 1%,  Features Intersected: SUNNY POINT DR UC SB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 2193,  Location: MILE POINT 0.6 (Lat: 58.357544,  Lng: -134.518769),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 11,793 (year 2013),  Truck Traffic: 5%,  Features Intersected: W LEMON VALLEY ACC UC NB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 2194,  Location: MILE POINT 6.0 (Lat: 58.357397,  Lng: -134.518933),  Route carried "under" structure: State highway ,  Year Built: 2008,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 11,793 (year 2013),  Truck Traffic: 5%,  Features Intersected: W LEMON VALLEY ACC UC SB,  Facility Carried by Structure: EGAN DRIVE
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 3.6m (11.8ft)

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Structure Number: 2278,  Location: JUNEAU (Lat: 58.302250,  Lng: -134.409942),  Route carried "under" structure: City street ,  Year Built: 2009,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,166 (year 2013),  Truck Traffic: 1%,  Features Intersected: CAPITAL ANNEX SKYBRIDGE,  Facility Carried by Structure: SEWARD STREET
Minimum Vertical Clearance: 2.09m (6.86ft),  Kilometerpoint: 0.002,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 13.7m (44.9ft)

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