Bridge Statistics for Bellingham, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 85432,  Location: 1.5 NW. CITY HALL (Lat: 48.772806,  Lng: -122.494444),  Route carried "on" structure: City street 90306,  Year Built: 1971,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 10,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2043),  Design Load: H 20,  Features Intersected: SQUALLICUM WY,CRK,CMSTP&,  Facility Carried by Structure: NORTHWEST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.768,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.03m (32.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $3,027,000,  Roadway Improvement Cost: $605,000,  Total Project Cost: $6,054,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Internally Sealed

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Structure Number: 85433,  Location: BOX CUL 1 SQUALL WY (Lat: 48.765194,  Lng: -122.501583),  Route carried "on" structure: City street 86801,  Year Built: 1970,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,100 (year 2043),  Design Load: HS 20,  Features Intersected: SQUALLICUM CREEK,  Facility Carried by Structure: SQUALLICUM WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $246,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $493,000 ( Estimate for 2014)

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Structure Number: 85434,  Location: BOX CUL 2 SQUALL WY (Lat: 48.765778,  Lng: -122.500194),  Route carried "on" structure: City street 86801,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,100 (year 2043),  Design Load: HS 20,  Features Intersected: SQUALLICUM CREEK,  Facility Carried by Structure: SQUALLICUM WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $497,000 ( Estimate for 2014)

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Structure Number: 85435,  Location: BOX CUL 3 SQUALL WY (Lat: 48.772556,  Lng: -122.495278),  Route carried "on" structure: City street 86801,  Year Built: 1970,  Status: Open,  Structure Length: 12.83m (42.09ft),  Average Daily Traffic: 4,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,100 (year 2043),  Design Load: HS 20,  Features Intersected: SQUALLICUM CREEK,  Facility Carried by Structure: SQUALLICUM WAY
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.83m (42.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $3,873,000,  Roadway Improvement Cost: $775,000,  Total Project Cost: $7,746,000 ( Estimate for 2014)

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Structure Number: 85507,  Location: 0.06 N JCT MEADOR AVE (Lat: 48.754222,  Lng: -122.464939),  Route carried "on" structure: City street 30303,  Year Built: 1936,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 7,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,400 (year 2043),  Design Load: H 15,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,003,000,  Roadway Improvement Cost: $201,000,  Total Project Cost: $2,006,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85522,  Location: .3 W OF CITY HALL (Lat: 48.753028,  Lng: -122.484000),  Route carried "on" structure: City street 86601,  Year Built: 1922,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 8,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2043),  Design Load: H 15,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: HOLLY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  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: 4.3m (14.1ft),  Right: 4.4m (14.4ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 24.5 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: High priority of replacement,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2021,  Underwater Inspection Date: June 2017,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,277,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85526,  Location: AT JCT W CHESTNUT/BAY ST (Lat: 48.750481,  Lng: -122.482175),  Route carried "on" structure: City street 86403,  Year Built: 1930,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 6,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,800 (year 2043),  Design Load: H 20,  Features Intersected: BURLINGTON NORTHERN,  Facility Carried by Structure: CHESTNUT ST-BAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.110,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 14,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,160,000,  Roadway Improvement Cost: $432,000,  Total Project Cost: $4,320,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 85527,  Location: AT POST OFFICE (Lat: 48.755000,  Lng: -122.481000),  Route carried "on" structure: City street 90305,  Year Built: 1920,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,000 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: DUPONT,PROSPECT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $626,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $1,251,000 ( Estimate for 2014),  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: 85529,  Location: 0.06 NE JCT W LAUREL ST (Lat: 48.747336,  Lng: -122.482783),  Route carried "on" structure: City street 32102,  Year Built: 1964,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 3,100 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,000 (year 2043),  Design Load: HS 20,  Features Intersected: BURLINGTON NORTHERN,  Facility Carried by Structure: CORNWALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,870,000,  Roadway Improvement Cost: $374,000,  Total Project Cost: $3,739,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8553,  Location: 0.07 N JCT FLORA/YORK (Lat: 48.753789,  Lng: -122.475106),  Route carried "on" structure: City street 32302,  Year Built: 1968,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,100 (year 2043),  Design Load: H 20,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: CORNWALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $364,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $728,000 ( Estimate for 2014)

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Structure Number: 85531,  Location: COMMERCIAL/WHATCOM (Lat: 48.755833,  Lng: -122.477778),  Route carried "on" structure: City street 86201,  Year Built: 1957,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2043),  Design Load: H 20,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: COMMERCIAL/YOUNG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 59.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $534,000 ( Estimate for 2014)

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Structure Number: 85532,  Location: 0.07 E JCT N STATE ST (Lat: 48.753108,  Lng: -122.467953),  Route carried "on" structure: City street 51102,  Year Built: 1936,  Year Reconstructed: 1962,  Status: Temporarily open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 3,700 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,400 (year 2043),  Design Load: H 15,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: MEADOR AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Critical,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,049,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $2,098,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85533,  Location: GRAND & WHATCOM CRK (Lat: 48.755611,  Lng: -122.479167),  Route carried "on" structure: City street 90000,  Year Built: 1949,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,700 (year 2043),  Design Load: H 20,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: GRAND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $538,000 ( Estimate for 2014)

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Structure Number: 85708,  Location: 0.05 N JCT N FOREST/YORK (Lat: 48.751472,  Lng: -122.471703),  Route carried "on" structure: City street 30108,  Year Built: 1981,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 7,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,600 (year 2043),  Design Load: HS 20,  Features Intersected: WHATCOM CRK,  Facility Carried by Structure: ELLIS ST EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.654,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $384,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $768,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85824,  Location: JCT BIRCHWOOD/SQUALICUM (Lat: 48.776944,  Lng: -122.475369),  Route carried "on" structure: City street 86802,  Year Built: 1987,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 6,200 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,800 (year 2043),  Features Intersected: SQUALICUM CREEK,  Facility Carried by Structure: BIRCHWOOD AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $517,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $1,034,000 ( Estimate for 2014)

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Structure Number: 85825,  Location: 0.1 MI. S. IOWA ST. (Lat: 48.755861,  Lng: -122.444722),  Route carried "on" structure: City street 90306,  Year Built: 1989,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 11,900 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,000 (year 2043),  Design Load: HS 20,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: WOBURN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.32m (7.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,155,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $2,310,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 85828,  Location: 0.1 S JCT RAINIER AVE (Lat: 48.700678,  Lng: -122.493811),  Route carried "on" structure: City street 30310,  Year Built: 1975,  Status: Closed,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30 (year 2043),  Features Intersected: CHUCKANUT CREEK,  Facility Carried by Structure: 19th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 3.5m (11.5ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $85,000,  Total Project Cost: $853,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 86181,  Location: AT JCT CENTRAL AVE (Lat: 48.751889,  Lng: -122.484086),  Route carried "on" structure: City street 86403,  Year Built: 1995,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 7,800 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,200 (year 2043),  Design Load: HS 20,  Features Intersected: WHATCOM CREEK/WATERWAY,  Facility Carried by Structure: ROEDER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.54m (50.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $7,752,000,  Roadway Improvement Cost: $1,550,000,  Total Project Cost: $15,504,000 ( Estimate for 2014),  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: 86183,  Location: 1.5 E MI CHUCKANUT (Lat: 48.696556,  Lng: -122.463611),  Route carried "on" structure: City street 96801,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 600 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,800 (year 2043),  Features Intersected: CHUCKANUT CREEK,  Facility Carried by Structure: OLD SAMISH HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $240,000 ( Estimate for 2014)

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Structure Number: 86432,  Location: 0.2 E JCT HANNEGAN RD (Lat: 48.789406,  Lng: -122.438578),  Route carried "on" structure: City street 80,  Year Built: 1935,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2043),  Design Load: H 20,  Features Intersected: SQUALICUM CREEK,  Facility Carried by Structure: E. BAKERVIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $730,000,  Roadway Improvement Cost: $146,000,  Total Project Cost: $1,459,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86592,  Location: 0.21 N JCT FRASER ST (Lat: 48.754722,  Lng: -122.446703),  Route carried "on" structure: City street 70501,  Year Built: 2000,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: WHATCOM CREEK,  Facility Carried by Structure: VALENCIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 94.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $675,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,350,000 ( Estimate for 2014),  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: 87569,  Location: .25 W FED BLDG (Lat: 48.751667,  Lng: -122.483056),  Route carried "on" structure: City street 86403,  Year Built: 1988,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,900 (year 2043),  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: ROEDER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.41m (44.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $6,688,000,  Roadway Improvement Cost: $1,338,000,  Total Project Cost: $13,376,000 ( Estimate for 2014),  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: 88446,  Location: 0.06 W OF VALENCIA ST (Lat: 48.751667,  Lng: -122.447917),  Route carried "on" structure: City street 10,  Year Built: 2000,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 4,000 (year 2019),  Average Future Daily Traffic: 4,500 (year 2041),  Design Load: HS 20,  Features Intersected: CEMETERY CREEK,  Facility Carried by Structure: FRASER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Frame,  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: 7.0m (23.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $320,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8852,  Location: 01.1 N E. SMITH ROAD (Lat: 48.847669,  Lng: -122.399825),  Route carried "on" structure: County highway 55550,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 645 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2042),  Design Load: HL 93,  Features Intersected: TEN MILE CREEK,  Facility Carried by Structure: NOON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $760,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,520,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8864,  Location: .01 N. Harris Ave (Lat: 48.721872,  Lng: -122.512208),  Route carried "on" structure: Other road ,  Year Built: 1989,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 20 (year 2041),  Design Load: HS 20,  Features Intersected: Belligham Bay,  Facility Carried by Structure: Alaska Ferry
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 34.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 4.85m (15.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Critical Feature Inspection Date: January 2021,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $1,654,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $3,307,000 ( Estimate for 2014),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Other

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Structure Number: 88715,  Location: 1 MI. N. OF SUNSET (Lat: 48.777694,  Lng: -122.463889),  Route carried "on" structure: City street 30310,  Year Built: 2015,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 11,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2043),  Design Load: HL 93,  Features Intersected: SQUALICUM CREEK,  Facility Carried by Structure: JAMES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $810,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $1,620,000 ( Estimate for 2014),  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: 89255,  Location: 0.1 S JCT RAINIER AVE (Lat: 48.700678,  Lng: -122.493811),  Route carried "on" structure: City street 30310,  Year Built: 2021,  Status: Temporarily open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 20 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 30 (year 2043),  Features Intersected: CHUCKANUT CREEK,  Facility Carried by Structure: 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 2.9m (9.5ft),  Out-to-Out Width: 3.1m (10.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $618,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,235,000 ( Estimate for 2022),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: TA0946A,  Location: 1.4 N JCT SR 11 (Lat: 48.732381,  Lng: -122.469106),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 3,500 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,237 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I-5,  Facility Carried by Structure: SAMISH WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.132,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.53m (24.70ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $3,260,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $6,521,000 ( Estimate for 2014),  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: AB,  Location: JCT I-5 (Lat: 48.783000,  Lng: -122.485889),  Route carried "under" structure: State highway 539,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 39,466 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 539, CREEK,  Facility Carried by Structure: I-5 OFF RAMP
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 5620A,  Location: JCT I-5 (Lat: 48.782806,  Lng: -122.485639),  Route carried "under" structure: State highway 539,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 39,466 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 539 MERIDIAN ST,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 5620B,  Location: JCT I-5 (Lat: 48.782639,  Lng: -122.485639),  Route carried "under" structure: State highway 539,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 39,466 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 539 MERIDIAN ST,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 5663A,  Location: 3.5 N JCT SR 11 (Lat: 48.763028,  Lng: -122.462161),  Route carried "under" structure: Interstate 5,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 82,722 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5,  Facility Carried by Structure: ALABAMA ST
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 409.192,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 5924A,  Location: 3.7 N JCT SR 11 (Lat: 48.765000,  Lng: -122.461667),  Route carried "under" structure: Interstate 5,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 82,722 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 409.465,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 6175A,  Location: 3.9 N JCT SR 11 (Lat: 48.768056,  Lng: -122.462278),  Route carried "under" structure: Interstate 5,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 61,560 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5,  Facility Carried by Structure: PEDESTRIANS
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 409.755,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 6928A,  Location: 3.6 N SKAGIT CO (Lat: 48.687556,  Lng: -122.399167),  Route carried "under" structure: Interstate 5,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 48,059 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5,  Facility Carried by Structure: LAKE SAMISH DR
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 396.285,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 6928B,  Location: 7.2 N SKAGIT CO (Lat: 48.713694,  Lng: -122.474528),  Route carried "under" structure: State highway 11,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,769 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 11 (CONNELLY AVE),  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 34.247,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 6928C,  Location: 7.2 N SKAGIT CO (Lat: 48.713889,  Lng: -122.474806),  Route carried "under" structure: State highway 11,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,769 (year 2019),  Truck Traffic: 3%,  Features Intersected: SR 11 (CONNELLY AVE),  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 34.215,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 9530A,  Location: 1.5 N JCT SR 539 (Lat: 48.788167,  Lng: -122.516472),  Route carried "under" structure: Interstate 5,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 46,547 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5,  Facility Carried by Structure: BAKERVIEW RD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 414.664,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 9530B,  Location: 1.7 N JCT SR 539 (Lat: 48.789028,  Lng: -122.518889),  Route carried "under" structure: Interstate 5,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 46,547 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 414.921,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: 14656A,  Location: 4.1 N JCT SR 11 (Lat: 48.770889,  Lng: -122.463833),  Route carried "under" structure: Interstate 5,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 61,560 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 410.093,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 87384,  Location: 0.5 E JCT YEW ST (Lat: 48.435278,  Lng: -122.764167),  Route carried "under" structure: City street 80,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 1,650 (year 2019),  Truck Traffic: 1%,  Features Intersected: Alabama Street,  Facility Carried by Structure: Pedestrian Pathway
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.001,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: TA0946A,  Location: 1.4 N JCT SR 11 (Lat: 48.732381,  Lng: -122.469106),  Route carried "under" structure: Interstate 5,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 49,373 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5,  Facility Carried by Structure: SAMISH WAY
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 405.683,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)