Bridge Statistics for Alger, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 279ft / 84.9mTotal length
- $48,794,000Total costs
- 260,355Total average daily traffic
- 18,086Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Alger
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21950-1959
- 161960-1969
- 51970-1979
- 11990-1999
- Bridge Condition - Deck
- 8.3%Very good
- 37.5%Good
- 50.0%Satisfactory
- 4.2%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 41.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 79.2%Good
- 16.7%Satisfactory
- 4.2%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 27.8%Good
- 22.2%Satisfactory
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Structure Number: 7086A, Location: 5.2 N JCT SR 11 (Lat: 48.557639, Lng: -122.350361), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,422 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 8,675 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: BOW HILL RD
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: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $2,120,000, Roadway Improvement Cost: $424,000, Total Project Cost: $4,240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7086A, Location: 5.2 N JCT SR 11 (Lat: 48.557639, Lng: -122.350361), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 5,422 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 8,675 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: BOW HILL RD
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: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $2,120,000, Roadway Improvement Cost: $424,000, Total Project Cost: $4,240,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260A, Location: 8.8 N JCT SR 11 (Lat: 48.609306, Lng: -122.347778), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 24,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 35,328 (year 2039), Design Load: HS 20, Features Intersected: COLONY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 386.275, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,064,000, Roadway Improvement Cost: $413,000, Total Project Cost: $4,128,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260A, Location: 8.8 N JCT SR 11 (Lat: 48.609306, Lng: -122.347778), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 24,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 35,328 (year 2039), Design Load: HS 20, Features Intersected: COLONY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 386.275, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.86m (25.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,064,000, Roadway Improvement Cost: $413,000, Total Project Cost: $4,128,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260B, Location: 8.8 N JCT SR 11 (Lat: 48.608908, Lng: -122.347922), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 24,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 35,328 (year 2039), Design Load: HS 20, Features Intersected: COLONY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 386.275, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,293,000, Roadway Improvement Cost: $459,000, Total Project Cost: $4,586,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260B, Location: 8.8 N JCT SR 11 (Lat: 48.608908, Lng: -122.347922), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 24,000 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 35,328 (year 2039), Design Load: HS 20, Features Intersected: COLONY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 386.275, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.32m (27.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,293,000, Roadway Improvement Cost: $459,000, Total Project Cost: $4,586,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260C, Location: 9.7 N JCT SR 11 (Lat: 48.621556, Lng: -122.357083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 3,250 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 5,200 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: LAKE SAMISH RD
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: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.49m (34.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,339,000, Roadway Improvement Cost: $468,000, Total Project Cost: $4,678,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260C, Location: 9.7 N JCT SR 11 (Lat: 48.621556, Lng: -122.357083), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 3,250 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 5,200 (year 2036), Design Load: HS 20, Features Intersected: I-5, Facility Carried by Structure: LAKE SAMISH RD
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: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.49m (34.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,339,000, Roadway Improvement Cost: $468,000, Total Project Cost: $4,678,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260D, Location: 11.1 N JCT SR 11 (Lat: 48.641361, Lng: -122.362750), Route carried "on" structure: Interstate 5, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 23,630 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 34,783 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,792,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260D, Location: 11.1 N JCT SR 11 (Lat: 48.641361, Lng: -122.362750), Route carried "on" structure: Interstate 5, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 23,630 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 34,783 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $896,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,792,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260E, Location: 11.1 N JCT SR 11 (Lat: 48.641417, Lng: -122.363222), Route carried "on" structure: Interstate 5, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 23,630 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 34,783 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $941,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,882,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260E, Location: 11.1 N JCT SR 11 (Lat: 48.641417, Lng: -122.363222), Route carried "on" structure: Interstate 5, Year Built: 1964, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 23,630 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 34,783 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.041, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $941,000, Roadway Improvement Cost: $188,000, Total Project Cost: $1,882,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260F, Location: 0.2 N SKAGIT CO (Lat: 48.648333, Lng: -122.365556), Route carried "on" structure: Interstate 5, Year Built: 1964, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 23,350 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 33,530 (year 2039), Design Load: HS 20, Features Intersected: NULLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,371,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,742,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260F, Location: 0.2 N SKAGIT CO (Lat: 48.648333, Lng: -122.365556), Route carried "on" structure: Interstate 5, Year Built: 1964, Status: Open, Structure Length: 4.54m (14.90ft), Average Daily Traffic: 23,350 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 33,530 (year 2039), Design Load: HS 20, Features Intersected: NULLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.54m (14.90ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,371,000, Roadway Improvement Cost: $274,000, Total Project Cost: $2,742,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7260G, Location: 0.2 N SKAGIT CO (Lat: 48.648222, Lng: -122.366083), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 23,350 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 33,530 (year 2039), Design Load: HS 20+Mod, Features Intersected: NULLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,156,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,312,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7260G, Location: 0.2 N SKAGIT CO (Lat: 48.648222, Lng: -122.366083), Route carried "on" structure: Interstate 5, Year Built: 1963, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 23,350 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 33,530 (year 2039), Design Load: HS 20+Mod, Features Intersected: NULLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 390.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2018, Bridge Improvement Cost: $1,156,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,312,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 79716, Location: 2.0 NW JCT I-5 (Lat: 48.640361, Lng: -122.371639), Route carried "on" structure: County highway 25610, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 491 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 887 (year 2041), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: LAKE SAMISH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $48,000, Total Project Cost: $480,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 79716, Location: 2.0 NW JCT I-5 (Lat: 48.640361, Lng: -122.371639), Route carried "on" structure: County highway 25610, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 491 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 887 (year 2041), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: LAKE SAMISH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $48,000, Total Project Cost: $480,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80245, Location: 0.17 Mi E of OLD HWY 99 (Lat: 48.558583, Lng: -122.328528), Route carried "on" structure: County highway 50000, Year Built: 1975, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,757 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,097 (year 2041), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: PRAIRIE 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $87,000, Total Project Cost: $874,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80245, Location: 0.17 Mi E of OLD HWY 99 (Lat: 48.558583, Lng: -122.328528), Route carried "on" structure: County highway 50000, Year Built: 1975, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 2,757 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 4,097 (year 2041), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: PRAIRIE 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $87,000, Total Project Cost: $874,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80582, Location: 0.25 E JCT INTERSTATE 5 (Lat: 48.619333, Lng: -122.347986), Route carried "on" structure: County highway 25610, Year Built: 1965, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 5,124 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,254 (year 2041), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: LAKE SAMISH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.5 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: 29.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $958,000, Roadway Improvement Cost: $192,000, Total Project Cost: $1,915,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80582, Location: 0.25 E JCT INTERSTATE 5 (Lat: 48.619333, Lng: -122.347986), Route carried "on" structure: County highway 25610, Year Built: 1965, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 5,124 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 9,254 (year 2041), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: LAKE SAMISH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.5 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: 29.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $958,000, Roadway Improvement Cost: $192,000, Total Project Cost: $1,915,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 80691, Location: 0.4 SE JCT LAKE SAMISH RD (Lat: 48.619319, Lng: -122.339756), Route carried "on" structure: County highway 50510, Year Built: 1934, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,687 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,046 (year 2041), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: OLD HWY 99 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,459,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80691, Location: 0.4 SE JCT LAKE SAMISH RD (Lat: 48.619319, Lng: -122.339756), Route carried "on" structure: County highway 50510, Year Built: 1934, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,687 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 3,046 (year 2041), Design Load: H 15, Features Intersected: SILVER CREEK, Facility Carried by Structure: OLD HWY 99 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $730,000, Roadway Improvement Cost: $146,000, Total Project Cost: $1,459,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82691, Location: 2.24 N JCT OLD 99 N (Lat: 48.596694, Lng: -122.328139), Route carried "on" structure: County highway 50210, Year Built: 1977, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $61,000, Total Project Cost: $614,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82691, Location: 2.24 N JCT OLD 99 N (Lat: 48.596694, Lng: -122.328139), Route carried "on" structure: County highway 50210, Year Built: 1977, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $61,000, Total Project Cost: $614,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82693, Location: 2.16 N JCT OLD 99 N (Lat: 48.595583, Lng: -122.328306), Route carried "on" structure: County highway 50210, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), 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: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $63,000, Total Project Cost: $634,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82693, Location: 2.16 N JCT OLD 99 N (Lat: 48.595583, Lng: -122.328306), Route carried "on" structure: County highway 50210, Year Built: 1964, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
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), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), 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: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $63,000, Total Project Cost: $634,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82701, Location: 0.6 N JCT OLD 99 N (Lat: 48.588361, Lng: -122.328694), Route carried "on" structure: County highway 50210, Year Built: 1963, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $63,000, Total Project Cost: $634,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 82701, Location: 0.6 N JCT OLD 99 N (Lat: 48.588361, Lng: -122.328694), Route carried "on" structure: County highway 50210, Year Built: 1963, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $63,000, Total Project Cost: $634,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 83953, Location: 1.55 N JCT Old 99 (Lat: 48.586208, Lng: -122.330203), Route carried "on" structure: County highway 50210, Year Built: 1977, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $77,000, Total Project Cost: $773,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 83953, Location: 1.55 N JCT Old 99 (Lat: 48.586208, Lng: -122.330203), Route carried "on" structure: County highway 50210, Year Built: 1977, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $77,000, Total Project Cost: $773,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84082, Location: 0.4 N JCT OLD 99 (Lat: 48.584222, Lng: -122.334722), Route carried "on" structure: County highway 50210, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,158,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84082, Location: 0.4 N JCT OLD 99 (Lat: 48.584222, Lng: -122.334722), Route carried "on" structure: County highway 50210, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 144 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 214 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,158,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84084, Location: 0.3 N. of JCT w/ Old 99 (Lat: 48.583667, Lng: -122.335750), Route carried "on" structure: County highway 50210, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 245 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,158,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84084, Location: 0.3 N. of JCT w/ Old 99 (Lat: 48.583667, Lng: -122.335750), Route carried "on" structure: County highway 50210, Year Built: 1961, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 245 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.16m (7.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,079,000, Roadway Improvement Cost: $216,000, Total Project Cost: $2,158,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84093, Location: 0.59 N JCT OLD 99 (Lat: 48.576253, Lng: -122.337681), Route carried "on" structure: County highway 50210, Year Built: 1979, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 245 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $89,000, Total Project Cost: $888,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84093, Location: 0.59 N JCT OLD 99 (Lat: 48.576253, Lng: -122.337681), Route carried "on" structure: County highway 50210, Year Built: 1979, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 245 (year 2038), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $89,000, Total Project Cost: $888,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84097, Location: 0.45 N JCT OLD HWY 99 N (Lat: 48.574181, Lng: -122.338236), Route carried "on" structure: County highway 50210, Year Built: 1962, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 245 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $59,000, Total Project Cost: $586,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84097, Location: 0.45 N JCT OLD HWY 99 N (Lat: 48.574181, Lng: -122.338236), Route carried "on" structure: County highway 50210, Year Built: 1962, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 245 (year 2039), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: FRIDAY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $59,000, Total Project Cost: $586,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84255, Location: 4.3 N JCT COOK RD. (Lat: 48.566917, Lng: -122.334583), Route carried "on" structure: County highway 50510, Year Built: 1956, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,682 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,844 (year 2041), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: OLD HWY 99 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,006,000, Roadway Improvement Cost: $401,000, Total Project Cost: $4,013,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 84255, Location: 4.3 N JCT COOK RD. (Lat: 48.566917, Lng: -122.334583), Route carried "on" structure: County highway 50510, Year Built: 1956, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,682 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 4,844 (year 2041), Design Load: HS 20, Features Intersected: FRIDAY CREEK, Facility Carried by Structure: OLD HWY 99 NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,006,000, Roadway Improvement Cost: $401,000, Total Project Cost: $4,013,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 84514, Location: 3.8 E JCT OLD HWY 99 (Lat: 48.569278, Lng: -122.298750), Route carried "on" structure: County highway 50000, Year Built: 1975, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,539 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,286 (year 2041), Design Load: HS 20, Features Intersected: SAMISH RIVER, Facility Carried by Structure: PRAIRIE 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,165,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 84514, Location: 3.8 E JCT OLD HWY 99 (Lat: 48.569278, Lng: -122.298750), Route carried "on" structure: County highway 50000, Year Built: 1975, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,539 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 2,286 (year 2041), Design Load: HS 20, Features Intersected: SAMISH RIVER, Facility Carried by Structure: PRAIRIE 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.17m (10.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,165,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 84878, Location: 00.4 E W LK SAMISH (Lat: 48.645200, Lng: -122.371947), Route carried "on" structure: County highway 41830, Year Built: 1934, Year Reconstructed: 1956, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 851 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,500 (year 2042), Design Load: H 20, Features Intersected: FRIDAY CR, Facility Carried by Structure: NULLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,307,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,614,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 84878, Location: 00.4 E W LK SAMISH (Lat: 48.645200, Lng: -122.371947), Route carried "on" structure: County highway 41830, Year Built: 1934, Year Reconstructed: 1956, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 851 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,500 (year 2042), Design Load: H 20, Features Intersected: FRIDAY CR, Facility Carried by Structure: NULLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,307,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,614,000 ( Estimate for 2014), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86031, Location: 0.34 E JCT OLD HWY 99 (Lat: 48.620083, Lng: -122.332972), Route carried "on" structure: County highway 53540, Year Built: 1992, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 4,286 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: SILVER CREEK, Facility Carried by Structure: ALGER CAIN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $734,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,469,000 ( 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: 86031, Location: 0.34 E JCT OLD HWY 99 (Lat: 48.620083, Lng: -122.332972), Route carried "on" structure: County highway 53540, Year Built: 1992, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 4,286 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 7,741 (year 2041), Design Load: HS 20+Mod, Features Intersected: SILVER CREEK, Facility Carried by Structure: ALGER CAIN LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.001, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $734,000, Roadway Improvement Cost: $147,000, Total Project Cost: $1,469,000 ( 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: 7086A, Location: 5.2 N JCT SR 11 (Lat: 48.557639, Lng: -122.350361), Route carried "under" structure: Interstate 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 45,050 (year 2019), Truck Traffic: 7%, Features Intersected: I-5, Facility Carried by Structure: BOW HILL RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 380.433, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 7086A, Location: 5.2 N JCT SR 11 (Lat: 48.557639, Lng: -122.350361), Route carried "under" structure: Interstate 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 45,050 (year 2019), Truck Traffic: 7%, Features Intersected: I-5, Facility Carried by Structure: BOW HILL RD
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 380.433, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 7260C, Location: 9.7 N JCT SR 11 (Lat: 48.621556, Lng: -122.357083), Route carried "under" structure: Interstate 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 44,041 (year 2019), Truck Traffic: 7%, Features Intersected: I-5, Facility Carried by Structure: LAKE SAMISH RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 387.739, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 7260C, Location: 9.7 N JCT SR 11 (Lat: 48.621556, Lng: -122.357083), Route carried "under" structure: Interstate 5, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 44,041 (year 2019), Truck Traffic: 7%, Features Intersected: I-5, Facility Carried by Structure: LAKE SAMISH RD
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 387.739, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)