Bridge Statistics for Mount Vernon, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 558ft / 170mTotal length
- $127,767,000Total costs
- 809,691Total average daily traffic
- 65,540Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mount Vernon
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 101950-1959
- 51970-1979
- 11980-1989
- 11990-1999
- 122000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 21970-1979
- Bridge Condition - Deck
- 5.3%Very good
- 47.4%Good
- 36.8%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 70.0%Good
- 25.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 5.0%Very good
- 80.0%Good
- 15.0%Satisfactory
- Bridge Condition - Culverts
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
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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)
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
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
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
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
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
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
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
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)
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
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
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
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
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
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)
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
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
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
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)
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
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
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
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
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)
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
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)
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)
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)
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)
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)
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)
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)
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)