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

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Structure Number: GJ,  Location: 0.1 N JCT SR 538 (Lat: 48.430667,  Lng: -122.264250),  Route carried "on" structure: State highway 9,  Year Built: 1920,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 7,553 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,118 (year 2039),  Design Load: HS 15,  Features Intersected: W FK NOOKACHAMPS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.178,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 57.3 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: 44.1 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 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: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,506,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $3,013,000 ( Estimate for 2014)

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Structure Number: 4400A,  Location: 4.7 E JCT SR 20 (Lat: 48.421667,  Lng: -122.341333),  Route carried "on" structure: State highway 536,  Year Built: 1953,  Status: Open,  Structure Length: 20.57m (67.49ft),  Average Daily Traffic: 19,442 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,618 (year 2039),  Design Load: HS 20,  Features Intersected: SKAGIT RIVER
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 7.596,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 20.57m (67.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $4,050,000,  Roadway Improvement Cost: $810,000,  Total Project Cost: $8,100,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4535A,  Location: 4.7 N JCT SR 534 (Lat: 48.406583,  Lng: -122.331333),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 4,314 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,981 (year 2036),  Design Load: HS 15,  Features Intersected: I-5,  Facility Carried by Structure: BLACKBURN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 22.7 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: 17.5 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 5.91m (19.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,668,000,  Roadway Improvement Cost: $334,000,  Total Project Cost: $3,337,000 ( Estimate for 2014),  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: 48.417306,  Lng: -122.332917),  Route carried "on" structure: Interstate 5,  Year Built: 1953,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 61,455 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 90,461 (year 2039),  Design Load: HS 20,  Features Intersected: SR 536 KINCAID ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.339,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $2,394,000,  Roadway Improvement Cost: $479,000,  Total Project Cost: $4,789,000 ( Estimate for 2014),  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: 48.425500,  Lng: -122.337889),  Route carried "on" structure: Interstate 5,  Year Built: 1954,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 14.23m (46.69ft),  Average Daily Traffic: 75,838 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 111,633 (year 2039),  Design Load: HS 20,  Features Intersected: RR AND CAMERON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 365.305,  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: Good,  Substructure: Good,  Operating Rating: 22.0 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: 16.8 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.23m (46.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $7,659,000,  Roadway Improvement Cost: $1,532,000,  Total Project Cost: $15,318,000 ( Estimate for 2014),  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: 48.443306,  Lng: -122.341028),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Status: Open,  Structure Length: 33.89m (111.19ft),  Average Daily Traffic: 80,754 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 118,869 (year 2039),  Design Load: HS 20,  Features Intersected: SKAGIT RIVER
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 367.333,  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: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Length Of Structure Improvement: 33.89m (111.19ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $16,458,000,  Roadway Improvement Cost: $3,292,000,  Total Project Cost: $32,915,000 ( Estimate for 2014),  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: 48.435722,  Lng: -122.341083),  Route carried "on" structure: Interstate 5,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 61,866 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 91,066 (year 2039),  Design Load: HS 20,  Features Intersected: SR 538
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 366.496,  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $2,058,000,  Roadway Improvement Cost: $412,000,  Total Project Cost: $4,117,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 9392A,  Location: 2.9 N JCT SR 534 (Lat: 48.382944,  Lng: -122.333944),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,887 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,152 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: MT VERNON RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 37.9 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: 29.2 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $1,932,000,  Roadway Improvement Cost: $386,000,  Total Project Cost: $3,864,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9392B,  Location: 2.6 N JCT 534 (Lat: 48.378678,  Lng: -122.335083),  Route carried "on" structure: Interstate 5,  Year Built: 1972,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 70,618 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 103,949 (year 2039),  Design Load: Railroad,  Features Intersected: I-5 DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 360.075,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.6m (129.9ft),  Skew: 17 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,980,000,  Roadway Improvement Cost: $396,000,  Total Project Cost: $3,960,000 ( Estimate for 2014)

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Structure Number: 9563A,  Location: 4.0 N JCT SR 534 (Lat: 48.399433,  Lng: -122.330917),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 6,325 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,566 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-5,  Facility Carried by Structure: ANDERSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 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: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.34m (20.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,747,000,  Roadway Improvement Cost: $349,000,  Total Project Cost: $3,494,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16793A,  Location: 0.3 N JCT SR 536 (Lat: 48.420750,  Lng: -122.335917),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 19.81m (64.99ft),  Average Daily Traffic: 24,013 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 41,716 (year 2033),  Design Load: HL 93,  Features Intersected: 1-5 AND SR 536,  Facility Carried by Structure: 2ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.458,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  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: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.81m (64.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Bridge Improvement Cost: $6,240,000,  Roadway Improvement Cost: $1,248,000,  Total Project Cost: $12,480,000 ( 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: 80042,  Location: 2.0 W JCT SR9 (Lat: 48.467953,  Lng: -122.278000),  Route carried "on" structure: County highway 79000,  Year Built: 1958,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,395 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,938 (year 2038),  Design Load: HS 20,  Features Intersected: SLOUGH NO NAME,  Facility Carried by Structure: FRANCIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  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: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $912,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $1,824,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 80152,  Location: 1.2 E I-5 JCT STACKPOLE (Lat: 48.370378,  Lng: -122.309100),  Route carried "on" structure: County highway 82040,  Year Built: 1983,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 46 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 83 (year 2038),  Design Load: HS 20,  Features Intersected: CARPENTER CREEK,  Facility Carried by Structure: BENSON RIDGE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $270,000,  Roadway Improvement Cost: $54,000,  Total Project Cost: $541,000 ( Estimate for 2014),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 87257,  Location: 0.7 N JCT SR 538 (Lat: 48.443772,  Lng: -122.335464),  Route carried "on" structure: City street 820,  Year Built: 2004,  Status: Open,  Structure Length: 25.91m (85.01ft),  Average Daily Traffic: 21,640 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 39,084 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SKAGIT RIVER,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.093,  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,  Number Of Approach Spans: 2,  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: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.91m (85.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $10,710,000,  Roadway Improvement Cost: $2,142,000,  Total Project Cost: $21,420,000 ( 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: 87589,  Location: 0.4 N JCT E DIVISION ST (Lat: 48.425936,  Lng: -122.278544),  Route carried "on" structure: City street 820,  Year Built: 2003,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 800 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,184 (year 2039),  Design Load: HS 20,  Features Intersected: TRUMPETER CREEK,  Facility Carried by Structure: SKAGIT HIGHLANDS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  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: Good,  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: 74.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $503,000 ( Estimate for 2014)

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Structure Number: 87591,  Location: 0.5 N JCT EAGLEMONT DR (Lat: 48.410389,  Lng: -122.274639),  Route carried "on" structure: City street 820,  Year Built: 2004,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 200 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 240 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: GC CREEK,  Facility Carried by Structure: BEAVER POND DR S
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: Slab,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $348,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 87592,  Location: AT JCT PARKVEIW LN (Lat: 48.410544,  Lng: -122.275131),  Route carried "on" structure: City street 820,  Year Built: 2002,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 366 (year 2039),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: BEAVER POND DR N
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: Slab,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: 1.65m (5.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $324,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $648,000 ( Estimate for 2014),  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: 48.443081,  Lng: -122.335328),  Route carried "on" structure: City street 820,  Year Built: 2003,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 24,455 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,168 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HOAG & STEWARD ST,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.885,  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $816,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $1,632,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 87594,  Location: 0.1 E JCT OLD HIGHWAY 99 (Lat: 48.388114,  Lng: -122.333044),  Route carried "on" structure: City street 820,  Year Built: 2006,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 440 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 794 (year 2039),  Design Load: HS 20,  Features Intersected: MADDOX CREEK,  Facility Carried by Structure: ELEANOR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  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: Good,  Operating Rating: 59.3 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: 45.7 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: 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $128,000,  Total Project Cost: $1,277,000 ( Estimate for 2014)

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Structure Number: 87595,  Location: 0.07 SE JCT PARKVEIW LN (Lat: 48.409889,  Lng: -122.273694),  Route carried "on" structure: City street 820,  Year Built: 2006,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 61 (year 2039),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: J STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $218,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87596,  Location: EAST OF JCT S WAUGH RD (Lat: 48.413417,  Lng: -122.286528),  Route carried "on" structure: City street 820,  Year Built: 1994,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 610 (year 2039),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: LANDMARK DRIVE
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: Slab,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $624,000 ( Estimate for 2014),  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 EAGLEMONT DR (Lat: 48.410000,  Lng: -122.279306),  Route carried "on" structure: City street 820,  Year Built: 2001,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 470 (year 2039),  Design Load: HS 20,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: BEAVER POND DR N
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  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: 8.5m (27.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $504,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 876,  Location: 0.02 JCT BEAVER POND DR N (Lat: 48.411247,  Lng: -122.275956),  Route carried "on" structure: City street 820,  Year Built: 2004,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 60 (year 2039),  Design Load: HS 20,  Features Intersected: GC CREEK,  Facility Carried by Structure: OLYMPIC LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $322,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $643,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 88482,  Location: NORTH OF BLACKBURN (Lat: 48.407222,  Lng: -122.313525),  Route carried "on" structure: City street 820,  Year Built: 2010,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 8,735 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,776 (year 2040),  Design Load: HL 93,  Features Intersected: MADDOX CREEK,  Facility Carried by Structure: LAVENTURE ROAD
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 96.9 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: 96.9 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: 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $534,000 ( Estimate for 2014)

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Structure Number: 88562,  Location: 0.5 E JCT I-5 (Lat: 48.399486,  Lng: -122.322956),  Route carried "on" structure: County highway 71500,  Year Built: 2013,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 8,284 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,961 (year 2041),  Design Load: HL 93,  Features Intersected: MADDOX CR,  Facility Carried by Structure: S LAVENTURE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.4 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: 40.5 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: 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: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $832,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,664,000 ( 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: 4535A,  Location: 4.7 N JCT SR 534 (Lat: 48.406583,  Lng: -122.331333),  Route carried "under" structure: Interstate 5,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 69,771 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: BLACKBURN ST
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 363.132,  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: 5.4 E JCT SR 20 (Lat: 48.417306,  Lng: -122.332917),  Route carried "under" structure: State highway 536,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 14,405 (year 2019),  Truck Traffic: 5%,  Features Intersected: SR 536 KINCAID ST,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 8.658,  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: 48.435722,  Lng: -122.341083),  Route carried "under" structure: State highway 538,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 21,971 (year 2019),  Truck Traffic: 4%,  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)

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Structure Number: 9392A,  Location: 2.9 N JCT SR 534 (Lat: 48.382944,  Lng: -122.333944),  Route carried "under" structure: Interstate 5,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 70,618 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: MT VERNON RD S
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 360.413,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 9563A,  Location: 4.0 N JCT SR 534 (Lat: 48.399433,  Lng: -122.330917),  Route carried "under" structure: Interstate 5,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 63,098 (year 2019),  Truck Traffic: 9%,  Features Intersected: I-5,  Facility Carried by Structure: ANDERSON RD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 362.328,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 16793A,  Location: 0.3 N JCT SR 536 (Lat: 48.420750,  Lng: -122.335917),  Route carried "under" structure: Interstate 5,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 75,838 (year 2019),  Truck Traffic: 9%,  Features Intersected: 1-5 AND SR 536,  Facility Carried by Structure: 2ND ST
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 364.870,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)

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Structure Number: 16793A,  Location: 5.0 E JCT SR 20 (Lat: 48.420750,  Lng: -122.335917),  Route carried "under" structure: State highway 536,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 9,630 (year 2019),  Truck Traffic: 5%,  Features Intersected: 1-5 AND SR 536,  Facility Carried by Structure: 2ND ST
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 8.015,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.8m (137.1ft)