Bridge Statistics for Mount Vernon, Washington (WA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4400A,  Location: 4.7 E JCT SR 20 (Lat: 48.423333,  Lng: -122.338333),  Route carried "on" structure: State highway 536,  Year Built: 1953,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 21,420 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 32,600 (year 2026),  Design Load: HS 20,  Features Intersected: SKAGIT RIVER
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 7.590,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Navigation Control: Yes ( Vertical Clearance: 3.4m (11.2ft), Horizontal Clearance: 32.0m (105.0ft)),  Material/Design: Steel continuous,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 5,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $339,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $509,000 ( Estimate for 2007),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4535A,  Location: 4.7 N JCT SR 534 (Lat: 48.406556,  Lng: -22.330861),  Route carried "on" structure: City street 5,  Year Built: 1954,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,150 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,173 ,  Design Load: HS 15,  Features Intersected: I-5,  Facility Carried by Structure: BLACKBURN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 363.050,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $84,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 4563A,  Location: 5.3 N JCT SR 534 (Lat: 48.417056,  Lng: -122.332972),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 55,827 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 96,000 (year 2026),  Design Load: HS 20,  Features Intersected: SR 536 KINCAID ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.260,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.3m (83.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $86,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $129,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4768A,  Location: 0.6 N JCT SR 536 (Lat: 48.425833,  Lng: -122.338167),  Route carried "on" structure: Interstate 5,  Year Built: 1954,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 66,822 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 114,900 (year 2026),  Design Load: HS 20,  Features Intersected: GN RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.230,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $398,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4794A,  Location: 0.7 N JCT SR 538 (Lat: 48.445000,  Lng: -122.340000),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Status: Open,  Structure Length: 33.89m (111.19ft),  Average Daily Traffic: 69,683 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 119,900 (year 2026),  Design Load: HS 20,  Features Intersected: SKAGIT R
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 367.250,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2008,  Critical Feature Inspection Date: June 2008,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $690,000,  Roadway Improvement Cost: $69,000,  Total Project Cost: $1,035,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4795A,  Location: 1.3 N JCT SR 536 (Lat: 48.436778,  Lng: -122.341222),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 53,200 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 91,400 (year 2026),  Design Load: HS 20,  Features Intersected: SR 538
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 366.420,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 23.9m (78.4ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.9 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: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2008,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $114,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 16793A,  Location: 0.3 N JCT SR 536 (Lat: 48.421667,  Lng: -122.335556),  Route carried "on" structure: Interstate 5,  Year Built: 2006,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 4,160 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,243 ,  Features Intersected: I-5,  Facility Carried by Structure: 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.790,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.8m (137.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.5 metric tons,  Inventory Rating: 40.5 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87257,  Location: 0.7 N JCT SR 538 (Lat: 48.444722,  Lng: -122.335278),  Route carried "on" structure: City street 820,  Year Built: 2004,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 5,330 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 999,999 ,  Design Load: HS 25,  Features Intersected: SKAGIT RIVER,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.090,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Navigation Control: Yes ( Vertical Clearance: 9.4m (30.8ft), Horizontal Clearance: 52.7m (172.9ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2008,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87589,  Location: 0.4 N Jct. E Division St. (Lat: 48.425833,  Lng: -122.278611),  Route carried "on" structure: City street 820,  Year Built: 2003,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: Trumpeter Creek,  Facility Carried by Structure: Skagit Highlands P
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.440,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal 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: April 2008

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Structure Number: 87591,  Location: 0.5 N Jct. Englemont Dr (Lat: 48.410278,  Lng: -122.274722),  Route carried "on" structure: City street 820,  Year Built: 2004,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 25,  Features Intersected: GC Creek,  Facility Carried by Structure: Beaver Pond Dr S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.870,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87592,  Location: 0.4 N Jct. Englemont Dr (Lat: 48.410556,  Lng: -122.275000),  Route carried "on" structure: City street 820,  Year Built: 2002,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: Creek,  Facility Carried by Structure: Beaver Pond Dr N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.480,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87593,  Location: Riverside Dr Jct. Hoag St (Lat: 48.435833,  Lng: -122.335556),  Route carried "on" structure: City street 820,  Year Built: 2003,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,330 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 999,999 ,  Design Load: HS 25,  Features Intersected: Hoag & Steward St,  Facility Carried by Structure: Riverside Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.220,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87594,  Location: 0.1 E Jct Old Highway 99 (Lat: 48.389167,  Lng: -122.335833),  Route carried "on" structure: City street 820,  Year Built: 2006,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: Maddox Creek,  Facility Carried by Structure: Eleanor Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.830,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008

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Structure Number: 87595,  Location: Off Beaver Pond Dr. S. (Lat: 48.409722,  Lng: -122.273889),  Route carried "on" structure: City street 820,  Year Built: 2006,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: Creek,  Facility Carried by Structure: J Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.260,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: High priority of corrective action,  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: April 2008

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Structure Number: 87596,  Location: Off S Waugh Rd (Lat: 48.413333,  Lng: -122.286667),  Route carried "on" structure: City street 820,  Year Built: 1994,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: Creek,  Facility Carried by Structure: Landmark Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.050,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87597,  Location: 0.2 N Jct. Englemont Dr (Lat: 48.410000,  Lng: -122.279167),  Route carried "on" structure: City street 820,  Year Built: 2001,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: Creek,  Facility Carried by Structure: Beaver Pond Dr N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.700,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 876,  Location: Off Beaver Pond Dr North (Lat: 48.411389,  Lng: -122.275833),  Route carried "on" structure: City street 820,  Year Built: 2004,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2028),  Design Load: HS 20,  Features Intersected: GC Creek,  Facility Carried by Structure: Olympic Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.020,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4535A,  Location: 4.7 N JCT SR 534 (Lat: 48.406556,  Lng: -22.330861),  Route carried "under" structure: Interstate 5,  Year Built: 1954,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 57,000 (year 2002),  Truck Traffic: 15%,  Features Intersected: I-5,  Facility Carried by Structure: BLACKBURN ST
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 36.305,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 4563A,  Location: 5.3 N JCT SR 534 (Lat: 48.417056,  Lng: -122.332972),  Route carried "under" structure: State highway 5,  Year Built: 1953,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 15,000 (year 2002),  Truck Traffic: 10%,  Features Intersected: SR 536 KINCAID ST
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 36.426,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 4795A,  Location: JCT I-5 (Lat: 48.436778,  Lng: -122.341222),  Route carried "under" structure: State highway 538,  Year Built: 1955,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 23,727 (year 1994),  Features Intersected: SR 538,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.8m (55.1ft)