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


  • National Bridge Inventory (NBI) Statistics
  • 20Number of bridges
  • 226m741ftTotal length
  • 9,150Total average daily traffic
  • 706Total average daily truck traffic
  • 12,020Total future (year 2032) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Cordova
  • No street view available for this location

New bridges - Historical Statistics

  • 11930-1939
  • 11950-1959
  • 61960-1969
  • 71970-1979
  • 21980-1989
  • 12000-2009
  • 22010-2015

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 18,  Location: CORDOVA (Lat: 60.557303,  Lng: -145.754900),  Route carried "on" structure: State highway 851,  Year Built: 2004,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 100 (year 2013),  Truck Traffic: 20%,  Average Future Daily Traffic: 110 (year 2032),  Design Load: HS 20,  Features Intersected: CORDOVA FERRY TERMINAL,  Facility Carried by Structure: FERRY TERMINAL RD
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: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Excellent,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Critical Feature Inspection Date: September 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Open Grating
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Structure Number: 331,  Location: MILE POINT 26.7 (Lat: 60.445456,  Lng: -145.083422),  Route carried "on" structure: State highway 851,  Year Built: 1973,  Status: Open,  Structure Length: 23.94m (78.54ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2033),  Design Load: HS 20,  Features Intersected: COPPER RIV (FLAG PT WST),  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.944,  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: 4,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Critical Feature Inspection Date: July 13,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332,  Location: MILE POINT 27.6 (Lat: 60.445375,  Lng: -145.056836),  Route carried "on" structure: State highway 851,  Year Built: 1973,  Status: Open,  Structure Length: 23.94m (78.54ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COPPER RIV (RND ISLAND),  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.439,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Critical Feature Inspection Date: July 13,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 333,  Location: MILE POINT 33.7 (Lat: 60.501200,  Lng: -144.923472),  Route carried "on" structure: State highway 851,  Year Built: 1977,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20,  Features Intersected: COPPER DELTA,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.256,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: 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: August 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 334,  Location: MILE POINT 34.6 (Lat: 60.508822,  Lng: -144.898500),  Route carried "on" structure: State highway 851,  Year Built: 1977,  Status: Open,  Structure Length: 36.61m (120.11ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COPPER DELTA,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.717,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 336,  Location: MILE POINT 35.6 (Lat: 60.514089,  Lng: -144.874728),  Route carried "on" structure: State highway 851,  Year Built: 1977,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COPPER DELTA,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 342,  Location: MILE POINT 37.0 (Lat: 60.521467,  Lng: -144.834744),  Route carried "on" structure: State highway 851,  Year Built: 1988,  Status: Closed,  Structure Length: 26.83m (88.02ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COPPER DELTA,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.536,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 344,  Location: MILE POINT 37.6 (Lat: 60.524369,  Lng: -144.818983),  Route carried "on" structure: State highway 851,  Year Built: 1977,  Status: Closed,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: COPPER DELTA,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.530,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 349,  Location: MILE POINT 7.6 (Lat: 60.519822,  Lng: -145.593183),  Route carried "on" structure: State highway 851,  Year Built: 1966,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 1,065 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCOTT GLACIER NO 2,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 351,  Location: MILE POINT 8.5 (Lat: 60.514847,  Lng: -145.570661),  Route carried "on" structure: State highway 851,  Year Built: 1966,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,065 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCOTT GLACIER NO 4,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.626,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 352,  Location: MILE POINT 9.2 (Lat: 60.510494,  Lng: -145.550992),  Route carried "on" structure: State highway 851,  Year Built: 1966,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,065 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCOTT GLACIER NO 5,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.809,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Better than 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 381,  Location: MILE POINT 5.7 (Lat: 60.531364,  Lng: -145.645039),  Route carried "on" structure: State highway 851,  Year Built: 1954,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 1,445 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 15,  Features Intersected: EYAK RIVER,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.127,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 395,  Location: MILE POINT 22.3 (Lat: 60.435575,  Lng: -145.211900),  Route carried "on" structure: State highway 851,  Year Built: 1987,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20,  Features Intersected: ALAGANIK SLOUGH,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: 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: August 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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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: 1,065 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCOTT GLACIER NO 10,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Good,  Superstructure: Good,  Substructure: Very 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: Better than 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 411,  Location: MILE POINT 11.0 (Lat: 60.499472,  Lng: -145.501217),  Route carried "on" structure: State highway 851,  Year Built: 1966,  Status: Open,  Structure Length: 11.03m (36.19ft),  Average Daily Traffic: 1,065 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,400 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SCOTT GLACIER NO 11,  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.751,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than 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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 844,  Location: MILE POINT 1.8 (Lat: 60.523067,  Lng: -145.783778),  Route carried "on" structure: State highway 837,  Year Built: 1936,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 475 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2032),  Design Load: HS 15,  Features Intersected: HENEY CREEK,  Facility Carried by Structure: POINT WHITSHED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.837,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 37.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1085,  Location: MILE POINT 5.2 (Lat: 60.501956,  Lng: -145.863322),  Route carried "on" structure: State highway 837,  Year Built: 1961,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 3.87m (12.70ft),  Average Daily Traffic: 475 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2032),  Design Load: HS 20,  Features Intersected: HARTNEY BAY,  Facility Carried by Structure: POINT WHITSHED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.7 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Underwater Inspection Date: September 12,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1187,  Location: MILE POINT 26.9 (Lat: 60.444756,  Lng: -145.075425),  Route carried "on" structure: State highway 851,  Year Built: 1973,  Status: Open,  Structure Length: 37.35m (122.54ft),  Average Daily Traffic: 95 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: HS 20,  Features Intersected: COPPER RIVER (FLAG PT E),  Facility Carried by Structure: COPPER RIVER HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.320,  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: 6,  Length of Maximum Span: 67.1m (220.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.6 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 14,  Critical Feature Inspection Date: July 13,  Underwater Inspection Date: September 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2292,  Location: MILE POINT 6.2 (Lat: 60.489822,  Lng: -145.876047),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 50 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 60 (year 2032),  Features Intersected: NO NAME CREEK,  Facility Carried by Structure: PT WHITSHED RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.978,  Lanes on structure: 2,  Owner: City or Municipal 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: 29.6m (97.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  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 14,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4089,  Location: MILE POINT 1.0 (Lat: 60.531325,  Lng: -145.778711),  Route carried "on" structure: State highway 837,  Year Built: 2012,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 425 (year 2013),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2032),  Design Load: HS 25,  Features Intersected: ECCLES CREEK,  Facility Carried by Structure: POINT WHITSHED RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.595,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: 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 14
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